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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| 17608 | 7209 0487WX | 17608 | Tulsa | I-244 SB | STREET & BNSF R.R. UNDER | 7209 0487WX | 3-80ft.,2(4-75ft. CONT.) | 1969 | 36.14750556 | -96.00284722 | 1048 | 52 | — | 10 | 0 | 3 | 50 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 92.3 | Satisfactory (6) | Very good (8) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 31350 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17674 BRKEY
17608 NBI No.
17608 On Under
1 Structure No.
7209 0487WX Control No.
009 Lane Ind.
W Milepoint
04870 Facility Carried
I-244 SB Feature Intersected
STREET & BNSF R.R. UNDER Division
08 County
143 Location
4.8 MI N I-44 Sufficiency
92.3 Kind Hwy
1 Level Service
1 Route No.
00244 Service Type On
1 Service Type Off
4 Vertical Clearance
Y Horizontal Clearance
50 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
1969 ADT Total
31350 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
10 Road Width
50 Ref. Underclearance Rt.
R Underclearance Right
10 Underclearance Left
10.417 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
50 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
1048 Deck Width
52 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
8 Super Rating
6 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
4 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
54.6 HS Inv. Rating Method
1 HS Inv. Method
32.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
50160 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
1500 Max Measured Clearance
1804 Min Measured Clearance
1503 NBI Rating
17608 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-80ft.,2(4-75ft. CONT.) Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7209 0487WX H Index
94.5663 Latitude
36:08:51.02 Longitude
-96:00:10.25 I257A
1 I257B
1 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
I-244 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
17608 Vault Link
http://plansrv1/bridgemaintvault/b17608 GIS FO/SD
Meets Standards H Inv. Method
24.4 Latitude DD
36.14750556 Longitude DD
-96.00284722 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
17674 x
-10686988.0672348 y
4320936.93765899 |
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| 17607 | 7209 0489EX | 17607 | Tulsa | I-244 NB | STREET & BNSF R.R. UNDER | 7209 0489EX | 2(80ft.,2-90ft.,80ft.CONT) | 1969 | 36.14781944 | -96.00198333 | 948 | 46 | — | 11 | 0 | 3 | 43.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 76.1 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 31350 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17673 BRKEY
17607 NBI No.
17607 On Under
1 Structure No.
7209 0489EX Control No.
009 Lane Ind.
E Milepoint
04890 Facility Carried
I-244 NB Feature Intersected
STREET & BNSF R.R. UNDER Division
08 County
143 Location
4.8 MI N I-44 Sufficiency
76.1 Kind Hwy
1 Level Service
1 Route No.
00244 Service Type On
1 Service Type Off
4 Vertical Clearance
Y Horizontal Clearance
43.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1969 ADT Total
31350 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
11 Road Width
43.999 Ref. Underclearance Rt.
H Underclearance Right
5 Underclearance Left
0 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
62.001 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
948 Deck Width
46 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
6 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
4 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
52.1 HS Inv. Rating Method
1 HS Inv. Method
31.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
50160 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
1500 Max Measured Clearance
1503 Min Measured Clearance
1503 NBI Rating
17607 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
2(80ft.,2-90ft.,80ft.CONT) Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7209 0489EX H Index
94.3281 Latitude
36:08:52.15 Longitude
-96:00:07.14 I257A
1 I257B
1 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
I-244 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
17607 Vault Link
http://plansrv1/bridgemaintvault/b17607 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
36.14781944 Longitude DD
-96.00198333 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
17673 x
-10686891.8994399 y
4320980.20822822 |
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| 17605 | 1206 0000EX | 17605 | Choctaw | U.S. 271 | RED RIVER-CO RD UNDER | 1206 0000EX | 9-100ft. PRESTRESSED C | 1969 | 33.87481389 | -95.50216667 | 903 | 32 | — | 9 | 0 | 2 | 30 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 69.9 | Fair (5) | Fair (5) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 5050 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17671 BRKEY
17605 NBI No.
17605 On Under
1 Structure No.
1206 0000EX Control No.
006 Lane Ind.
E Milepoint
00000 Facility Carried
U.S. 271 Feature Intersected
RED RIVER-CO RD UNDER Division
02 County
023 Location
TEXAS-OKLA. STATE LINE Sufficiency
69.9 Kind Hwy
2 Level Service
1 Route No.
00271 Service Type On
1 Service Type Off
6 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
02 - Principal Arterial Other (Rural) Year Built
1969 ADT Total
5050 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
9 Road Width
30 Ref. Underclearance Rt.
H Underclearance Right
10.3 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
36 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
903 Deck Width
32 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
5 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
6 Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
108 HS Inv. Rating Method
1 HS Inv. Method
44 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8080 Future ADT Year
2042 Bypass Detour
0.12 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
17605 ODOT County
12 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
9-100ft. PRESTRESSED C Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1206 0000EX H Index
77.7635 Latitude
33:52:29.33 Longitude
-95:30:07.8 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 271 Scour
5 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
006 NBI Text
17605 Vault Link
http://plansrv1/bridgemaintvault/b17605 GIS FO/SD
Meets Standards H Inv. Method
30 Latitude DD
33.87481389 Longitude DD
-95.50216667 ODOT County Number
12 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
17671 x
-10631252.5633587 y
4012004.95099744 |
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| 17604 | 6602 0417WX | 17604 | Rogers | S.H. 66 SB | VERDIGRIS RIVER (KMARNS) | 6602 0417WX | 52ft. (206ft.-334ft.-206ft. CONT.)45ft. PLATE GIRDER SPANS ON 2 DEG. RIGHT CURVE WITH 2-18ft. SAFETY CURBS | 1969 | 36.214675 | -95.72154444 | 848 | 31 | — | 3 | 0 | 2 | 28 | 4 - Steel Continuous | Girder and Floorbeam System (03) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 67.9 | 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 | 8600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17670 BRKEY
17604 NBI No.
17604 On Under
1 Structure No.
6602 0417WX Control No.
002 Lane Ind.
W Milepoint
04170 Facility Carried
S.H. 66 SB Feature Intersected
VERDIGRIS RIVER (KMARNS) Division
08 County
131 Location
3.8 MI N JCT I 44 Sufficiency
67.9 Kind Hwy
3 Level Service
1 Route No.
00066 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
28 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1969 ADT Total
8600 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
28 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
34 Span Type Main
M Material
4 - Steel Continuous Design
03 Length
848 Deck Width
31 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
5 Sub Rating
5 Chan. Rating
7 Culv. Rating
N Structure Rating
5 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
61.6 HS Inv. Rating Method
1 HS Inv. Method
37 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
13760 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
17604 ODOT County
66 Nav. Control
1 Nav. HC
300 Lft. Br. Nav. Cl.
0 Nav. VC
52 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
1 Rt. Curb SW
1 Description
52ft. (206ft.-334ft.-206ft. CONT.)45ft. PLATE GIRDER SPANS ON 2 DEG. RIGHT CURVE WITH 2-18ft. SAFETY CURBS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6602 0417WX H Index
79.0833 Latitude
36:12:52.83 Longitude
-95:43:17.56 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
S.H. 66 SB Scour
8 Design Structure
3 - Girder and Floorbeam System FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
17604 Vault Link
http://plansrv1/bridgemaintvault/b17604 GIS FO/SD
FO H Inv. Method
20.5 Latitude DD
36.214675 Longitude DD
-95.72154444 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
17670 x
-10655673.5850065 y
4330200.66889439 |
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| 17523 | 0703 0274 X | 17523 | Bryan | SUNNYSIDE DR | U.S. 69 UNDER | 0703 0274 X | (2) 90ft. CONTINUOUS PLATE GIRDER SK 29° | 1969 | 33.98305556 | -96.41444444 | 182.087 | 28.999 | — | 2 | 29 | 2 | 26.001 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 73.2 | Satisfactory (6) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 17 - Collector (Urban) | C | 1000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17669 BRKEY
17523 NBI No.
17523 On Under
1 Structure No.
0703 0274 X Control No.
Lane Ind.
Milepoint
Facility Carried
SUNNYSIDE DR Feature Intersected
U.S. 69 UNDER Division
02 County
013 Location
2.74 N JCT US-69 BUS Sufficiency
73.2 Kind Hwy
5 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
26.001 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
1969 ADT Total
1000 ADT Year
2022 Design Load
H 20 Skew
29 No. Main Spans
2 Road Width
26.001 Ref. Underclearance Rt.
H Underclearance Right
12.001 Underclearance Left
15 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
30 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
182.087 Deck Width
28.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
5 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
46 HS Inv. Rating Method
1 HS Inv. Method
27.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1600 Future ADT Year
2042 Bypass Detour
1.999945 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1702 Max Measured Clearance
1811 Min Measured Clearance
1603 NBI Rating
17523 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) 90ft. CONTINUOUS PLATE GIRDER SK 29° Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0703 0274 X H Index
95.1133 Latitude
33:58:59 Longitude
-96:24:52 I257A
0 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
SUNNYSIDE DR Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
011 NBI Text
17523 Vault Link
http://plansrv1/bridgemaintvault/b17523 GIS FO/SD
Meets Standards H Inv. Method
20.2 Latitude DD
33.98305556 Longitude DD
-96.41444444 ODOT County Number
7 Maint. Dist.
2 HPMS Functional Class
6 Rural/Urban
Urban ARC_ID_NUM
17669 x
-10732806.8601772 y
4026527.02869585 |
|||||||||||||||||||||||||||||||||||||
| 17521 | 3602 1001 X | 17521 | Kay | U.S. 177 | U.S. 60 UNDER | 3602 1001 X | 2-92ft. CONT. PLATE GIRDER SPANS | 1969 | 36.68824444 | -97.282725 | 186.024 | 46.001 | — | 2 | 0 | 2 | 42.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 88 | Fair (5) | Good (7) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 2100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17667 BRKEY
17521 NBI No.
17521 On Under
1 Structure No.
3602 1001 X Control No.
Lane Ind.
Milepoint
Facility Carried
U.S. 177 Feature Intersected
U.S. 60 UNDER Division
04 County
071 Location
3.6 MI E JCT I 35 Sufficiency
88 Kind Hwy
2 Level Service
1 Route No.
00177 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
42.989 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1969 ADT Total
2100 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
42.999 Ref. Underclearance Rt.
H Underclearance Right
11 Underclearance Left
26.001 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
23.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
186.024 Deck Width
46.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
6 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
6 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
61 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3360 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
1600 Min Measured Clearance
1510 NBI Rating
17521 ODOT County
36 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-92ft. CONT. PLATE GIRDER SPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3602 1001 X H Index
95.9073 Latitude
36:41:17.68 Longitude
-97:16:57.81 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
U.S. 177 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
17521 Vault Link
http://plansrv1/bridgemaintvault/b17521 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
36.68824444 Longitude DD
-97.282725 ODOT County Number
36 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
17667 x
-10829463.4099821 y
4395740.71321113 |
|||||||||||||||||||||||||||||||||||||
| 17520 | 6006 1280 X | 17520 | Payne | S.H. 33 | LOST CREEK | 6006 1280 X | 55ft.-60ft.-55ft. CONT. I-BM. SPANS SK. 30 DEG LF. | 1969 | 35.98544444 | -97.008575 | 171.9 | 45.499 | — | 3 | 30 | 2 | 43.333 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 91.7 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 4400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17666 BRKEY
17520 NBI No.
17520 On Under
1 Structure No.
6006 1280 X Control No.
006 Lane Ind.
Milepoint
12800 Facility Carried
S.H. 33 Feature Intersected
LOST CREEK Division
04 County
119 Location
1.5 MI E JCT US 177 Sufficiency
91.7 Kind Hwy
3 Level Service
1 Route No.
00033 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
43.333 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
1969 ADT Total
4400 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
43.333 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
43.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
171.9 Deck Width
45.499 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
7 Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
54.6 HS Inv. Rating Method
1 HS Inv. Method
38.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
7040 Future ADT Year
2042 Bypass Detour
24.854848 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
17520 ODOT County
60 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
55ft.-60ft.-55ft. CONT. I-BM. SPANS SK. 30 DEG LF. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6006 1280 X H Index
92.652 Latitude
35:59:07.6 Longitude
-97:00:30.87 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 33 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
17520 Vault Link
http://plansrv1/bridgemaintvault/b17520 GIS FO/SD
Meets Standards H Inv. Method
24.7 Latitude DD
35.98544444 Longitude DD
-97.008575 ODOT County Number
60 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
17666 x
-10798945.1715811 y
4298618.73422411 |
|||||||||||||||||||||||||||||||||||||
| 17519 | 6135T1580 X | 17519 | Pittsburg | CO. RD. E1520 | IND. NATION TP UNDER | 6135T1580 X | 84ft.-92ft. PC BM SPANS | 1969 | 34.81111111 | -95.78944444 | 178.15 | 22.999 | — | 2 | 28 | 2 | 17.999 | 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 | 07 - Major Collector (Rural) | Z | 2500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17665 BRKEY
17519 NBI No.
17519 On Under
1 Structure No.
6135T1580 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. E1520 Feature Intersected
IND. NATION TP UNDER Division
02 County
121 Location
44.88 MI'S S. JCT I-40 Sufficiency
75 Kind Hwy
4 Level Service
1 Route No.
E1520 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
17.999 Bridge System
Z Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1969 ADT Total
2500 ADT Year
2022 Design Load
HS 20 Skew
28 No. Main Spans
2 Road Width
17.999 Ref. Underclearance Rt.
H Underclearance Right
17.001 Underclearance Left
4.003 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
21.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
178.15 Deck Width
22.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
2 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
5 HS Operating Rating Method
1 HS Operating Rating
69.7 HS Inv. Rating Method
1 HS Inv. Method
41.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4000 Future ADT Year
2042 Bypass Detour
8.077825 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1701 Max Measured Clearance
1702 Min Measured Clearance
1608 NBI Rating
17519 ODOT County
61 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
84ft.-92ft. PC BM SPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6135T1580 X H Index
89.9689 Latitude
34:48:40 Longitude
-95:47:22 I257A
0 I257B
0 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. E1520 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
44.88 NBI Text
17519 Vault Link
http://plansrv1/bridgemaintvault/b17519 GIS FO/SD
FO H Inv. Method
31 Latitude DD
34.81111111 Longitude DD
-95.78944444 ODOT County Number
61 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
17665 x
-10663232.1784314 y
4138241.43394173 |
|||||||||||||||||||||||||||||||||||||
| 17518 | 5164 0232 X | 17518 | Muskogee | NORTH ST. | S.H. 165 UNDER | 5164 0232 X | 2-85ft. CONT. PLATE GI | 1969 | 35.76358333 | -95.31028333 | 171.916 | 36.001 | — | 2 | 0 | 2 | 26.001 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 57.7 | Satisfactory (6) | Satisfactory (6) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 17 - Collector (Urban) | B | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17664 BRKEY
17518 NBI No.
17518 On Under
1 Structure No.
5164 0232 X Control No.
Lane Ind.
Milepoint
Facility Carried
NORTH ST. Feature Intersected
S.H. 165 UNDER Division
01 County
101 Location
0.5 MI S JCT US 62 Sufficiency
57.7 Kind Hwy
5 Level Service
1 Route No.
00000 Service Type On
5 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
58.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
17 - Collector (Urban) Year Built
1969 ADT Total
5000 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
26.001 Ref. Underclearance Rt.
H Underclearance Right
11.299 Underclearance Left
10 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
171.916 Deck Width
36.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
6 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
3 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
42 HS Inv. Rating Method
1 HS Inv. Method
25 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2042 Bypass Detour
18.000001 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1603 Max Measured Clearance
1709 Min Measured Clearance
1605 NBI Rating
17518 ODOT County
51 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
0 Lft. Curb SW
3.999 Rt. Curb SW
3.999 Description
2-85ft. CONT. PLATE GI Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5164 0232 X H Index
85.144 Latitude
35:45:48.9 Longitude
-95:18:37.02 I257A
0 I257B
0 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
NORTH ST. 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
17518 Vault Link
http://plansrv1/bridgemaintvault/b17518 GIS FO/SD
FO H Inv. Method
18 Latitude DD
35.76358333 Longitude DD
-95.31028333 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
6 Rural/Urban
Urban ARC_ID_NUM
17664 x
-10609892.2076582 y
4268139.37526699 |
|||||||||||||||||||||||||||||||||||||
| 17332 | 0905 1520 X | 17332 | Canadian | I-40 BUS. | I-40 UNDER | 0905 1520 X | 40ft.-68ft.-68ft.-40ft. I-BM. SPANS SK. 55 DEG.15ft.27ft. W/ PARAPET RAILS | 1968 | 35.52928889 | -98.04390278 | 218.123 | 31.001 | — | 4 | 35 | 2 | 28.829 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 85.7 | Satisfactory (6) | Good (7) | Very good (8) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | A | 2200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17657 BRKEY
17332 NBI No.
17332 On Under
1 Structure No.
0905 1520 X Control No.
Lane Ind.
Milepoint
Facility Carried
I-40 BUS. Feature Intersected
I-40 UNDER Division
04 County
017 Location
15.2 MI. E. CADDO CO Sufficiency
85.7 Kind Hwy
3 Level Service
6 Route No.
0040B Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
28.829 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1968 ADT Total
2200 ADT Year
2022 Design Load
HS 20 Skew
35 No. Main Spans
4 Road Width
28.829 Ref. Underclearance Rt.
H Underclearance Right
7.9 Underclearance Left
16.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
23.999 Span Type Main
M Material
3 - Steel Design
02 Length
218.123 Deck Width
31.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
3 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
69 HS Inv. Rating Method
1 HS Inv. Method
42 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3520 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1610 Max Measured Clearance
1802 Min Measured Clearance
1705 NBI Rating
17332 ODOT County
09 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
40ft.-68ft.-68ft.-40ft. I-BM. SPANS SK. 55 DEG.15ft.27ft. W/ PARAPET RAILS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0905 1520 X H Index
86.8554 Latitude
35:31:45.44 Longitude
-98:02:38.05 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
1 Roadway Name
I-40 BUS. Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
6 - Business Historical Significance
5 Local Bridge ID
NBI Text
17332 Vault Link
http://plansrv1/bridgemaintvault/b17332 GIS FO/SD
FO H Inv. Method
32 Latitude DD
35.52928889 Longitude DD
-98.04390278 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
17657 x
-10914197.3328548 y
4236044.05982626 |
|||||||||||||||||||||||||||||||||||||
| 17330 | 5163T1034 X | 17330 | Muskogee | MUSKOGEE TP | SPANIARD CREEK | 5163T1001 X | 3-69ft. PC BEAM SPANS | 1968 | 35.60062222 | -95.27245556 | 208.005 | 76.001 | — | 3 | 20 | 4 | 72.001 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 70.2 | Satisfactory (6) | Good (7) | Satisfactory (6) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 02 - Principal Arterial Other (Rural) | P | 6700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17655 BRKEY
17330 NBI No.
17330 On Under
1 Structure No.
5163T1034 X Control No.
063 Lane Ind.
Milepoint
10340 Facility Carried
MUSKOGEE TP Feature Intersected
SPANIARD CREEK Division
01 County
101 Location
10 MI'S NE JCT I-40 Sufficiency
70.2 Kind Hwy
8 Level Service
1 Route No.
00351 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
72.001 Bridge System
P Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1968 ADT Total
6700 ADT Year
2022 Design Load
H 20 Skew
20 No. Main Spans
3 Road Width
72.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
4 Fill RCB
0 Appr. Roadway Width
82.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
208.005 Deck Width
76.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
6 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
6 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
52 HS Inv. Rating Method
1 HS Inv. Method
29.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
10720 Future ADT Year
2042 Bypass Detour
99.897848 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
80 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
17330 ODOT County
51 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-69ft. PC BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5163T1001 X H Index
92.7533 Latitude
35:36:02.24 Longitude
-95:16:20.84 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
MUSKOGEE TP Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
46.39 NBI Text
17330 Vault Link
http://plansrv1/bridgemaintvault/b17330 GIS FO/SD
Meets Standards H Inv. Method
30 Latitude DD
35.60062222 Longitude DD
-95.27245556 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
17655 x
-10605681.239564 y
4245805.84727962 |
|||||||||||||||||||||||||||||||||||||
| 17329 | 3510 0510 X | 17329 | Johnston | S.H. 1 | O'FLOW | 3510 0510 X | 5-40 ft. I-BM. SPANS | 1968 | 34.230803 | -96.798367 | 201.115 | 34.777 | — | 5 | 0 | 2 | 29.856 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 84.7 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17654 BRKEY
17329 NBI No.
17329 On Under
1 Structure No.
3510 0510 X Control No.
010 Lane Ind.
Milepoint
05100 Facility Carried
S.H. 1 Feature Intersected
O'FLOW Division
03 County
069 Location
2.8 MI S-W JCT SH 22 Sufficiency
84.7 Kind Hwy
3 Level Service
1 Route No.
00001 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
29.856 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
1968 ADT Total
2400 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
5 Road Width
29.856 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
3 - Steel Design
02 Length
201.115 Deck Width
34.777 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
8 Culv. Rating
N Structure Rating
7 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
69 HS Inv. Rating Method
1 HS Inv. Method
41 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3840 Future ADT Year
2042 Bypass Detour
21.747992 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
17329 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
1.64 Rt. Curb SW
1.64 Description
5-40 ft. I-BM. SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3510 0510 X H Index
88.2695 Latitude
34:13:50.89 Longitude
-96:47:54.12 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 1 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
17329 Vault Link
http://plansrv1/bridgemaintvault/b17329 GIS FO/SD
Meets Standards H Inv. Method
29 Latitude DD
34.230803 Longitude DD
-96.798367 ODOT County Number
35 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
17654 x
-10775544.9240604 y
4059835.49369674 |
|||||||||||||||||||||||||||||||||||||
| 17328 | 5542R0383EX | 17328 | Oklahoma | I-235 NB | NW 36TH ST. UNDER | 5542 0383 X | 40ft.,2-62ft.,35ft. I-BM. SPANS X 38ft. CLEAR RDWY SK. 71 DEG.30ft. | 1968 | 35.51 | -97.515 | 201.001 | 42.001 | — | 4 | 19 | 3 | 38.002 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 57.3 | Fair (5) | Poor (4) | Fair (5) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 35400 | 2006 | 5 | Unmatched |
|
Raw data
OBJECTID
17653 BRKEY
17328 NBI No.
17328 On Under
1 Structure No.
5542R0383EX Control No.
042 Lane Ind.
E Milepoint
03830 Facility Carried
I-235 NB Feature Intersected
NW 36TH ST. UNDER Division
04 County
109 Location
3.7 MI N OF I-40 Sufficiency
57.3 Kind Hwy
1 Level Service
1 Route No.
00235 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
38.002 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
1968 ADT Total
35400 ADT Year
2006 Design Load
HS 20 Skew
19 No. Main Spans
4 Road Width
38.002 Ref. Underclearance Rt.
H Underclearance Right
12.001 Underclearance Left
5.499 Deck Structure Type
1 No. Lanes
3 Fill RCB
-1 Appr. Roadway Width
42.001 Span Type Main
M Material
3 - Steel Design
02 Length
201.001 Deck Width
42.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
7 Deck Rating
4 Super Rating
5 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
2 Underclearance
6 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
56640 Future ADT Year
2026 Bypass Detour
1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
60 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1711 Max Measured Clearance
1908 Min Measured Clearance
1705 NBI Rating
17328 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
1.499 Description
40ft.,2-62ft.,35ft. I-BM. SPANS X 38ft. CLEAR RDWY SK. 71 DEG.30ft. Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5542 0383 X H Index
61.858 Latitude
35:30:36 Longitude
-97:30:54 I257A
_ I257B
_ I257C
0 I257D
_ I257E
_ I263
_ Roadway Name
I-235 N.B. Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
17328 Vault Link
http://plansrv1/bridgemaintvault/b17328 GIS FO/SD
SD H Inv. Method
35.715 Latitude DD
35.51 Longitude DD
-97.515 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
17653 x
-10855320.1447061 y
4233405.91478959 |
|||||||||||||||||||||||||||||||||||||
| 17327 | 4405 0952 X | 17327 | McClain | CHANDLER RD. | I-35 UNDER | 4405 0952 X | 32ft. (66ft.-77ft. CONT.) | 1968 | 34.98611111 | -97.37277778 | 208.99 | 32.808 | — | 2 | 8 | 2 | 27.887 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 89.7 | Satisfactory (6) | Satisfactory (6) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 16 - Minor Arterial (Urban) | A | 800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17652 BRKEY
17327 NBI No.
17327 On Under
1 Structure No.
4405 0952 X Control No.
Lane Ind.
Milepoint
Facility Carried
CHANDLER RD. Feature Intersected
I-35 UNDER Division
03 County
087 Location
.3 MI N JCT SH 74 Sufficiency
89.7 Kind Hwy
5 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
23.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
16 - Minor Arterial (Urban) Year Built
1968 ADT Total
800 ADT Year
2022 Design Load
HS 20 Skew
8 No. Main Spans
2 Road Width
27.887 Ref. Underclearance Rt.
H Underclearance Right
20.013 Underclearance Left
18.045 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
23.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
208.99 Deck Width
32.808 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
7 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
5 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
56 HS Inv. Rating Method
1 HS Inv. Method
34 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1280 Future ADT Year
2042 Bypass Detour
1.999945 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
17327 ODOT County
44 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
32ft. (66ft.-77ft. CONT.) Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4405 0952 X H Index
98.1929 Latitude
34:59:10 Longitude
-97:22:22 I257A
0 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
AIRPORT RD. Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
17327 Vault Link
http://plansrv1/bridgemaintvault/b17327 GIS FO/SD
Meets Standards H Inv. Method
22 Latitude DD
34.98611111 Longitude DD
-97.37277778 ODOT County Number
44 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
17652 x
-10839488.0395962 y
4161993.85953737 |
|||||||||||||||||||||||||||||||||||||
| 17603 | 6602 0417EX | 17603 | Rogers | S.H. 66 NB | VERDIGRIS RIVER (KMARNS) | 6602 0417EX | 52ft.(206ft.-334ft.-206ft. CONT.) 45ft. PLATE GIRDER SPANS ON 2 DEG. RIGHT CURVE WITH 2-18ft. SAFETY CURBS | 1969 | 36.21449167 | -95.72132778 | 847.999 | 31 | — | 3 | 0 | 2 | 28 | 4 - Steel Continuous | Girder and Floorbeam System (03) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 67.9 | Fair (5) | Fair (5) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 7500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17651 BRKEY
17603 NBI No.
17603 On Under
1 Structure No.
6602 0417EX Control No.
002 Lane Ind.
E Milepoint
04170 Facility Carried
S.H. 66 NB Feature Intersected
VERDIGRIS RIVER (KMARNS) Division
08 County
131 Location
3.8 MI N JCT I 44 Sufficiency
67.9 Kind Hwy
3 Level Service
1 Route No.
00066 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
28 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1969 ADT Total
7500 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
28 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
38 Span Type Main
M Material
4 - Steel Continuous Design
03 Length
847.999 Deck Width
31 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
6 Sub Rating
5 Chan. Rating
7 Culv. Rating
N Structure Rating
5 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
61.6 HS Inv. Rating Method
1 HS Inv. Method
37 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
12000 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
60 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
17603 ODOT County
66 Nav. Control
1 Nav. HC
300 Lft. Br. Nav. Cl.
0 Nav. VC
52 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
1 Rt. Curb SW
1 Description
52ft.(206ft.-334ft.-206ft. CONT.) 45ft. PLATE GIRDER SPANS ON 2 DEG. RIGHT CURVE WITH 2-18ft. SAFETY CURBS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6602 0417EX H Index
86.6267 Latitude
36:12:52.17 Longitude
-95:43:16.78 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
S.H. 66 NB Scour
8 Design Structure
3 - Girder and Floorbeam System FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
17603 Vault Link
http://plansrv1/bridgemaintvault/b17603 GIS FO/SD
FO H Inv. Method
20.5 Latitude DD
36.21449167 Longitude DD
-95.72132778 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
17651 x
-10655649.4665256 y
4330175.37396344 |
|||||||||||||||||||||||||||||||||||||
| 17602 | 7717 0537 X | 17602 | Woodward | S.H. 50 | N. CANADIAN RIVER | 7717 0537 X | 2(4-100ft. CONT) PLATE | 1969 | 36.388981 | -99.228775 | 803 | 32 | — | 8 | 30 | 2 | 30 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 85.6 | Fair (5) | Good (7) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 490 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17650 BRKEY
17602 NBI No.
17602 On Under
1 Structure No.
7717 0537 X Control No.
017 Lane Ind.
Milepoint
05370 Facility Carried
S.H. 50 Feature Intersected
N. CANADIAN RIVER Division
06 County
153 Location
5.4 MI N JCT US 183 Sufficiency
85.6 Kind Hwy
3 Level Service
1 Route No.
00050 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
1969 ADT Total
490 ADT Year
2022 Design Load
H 20 Skew
30 No. Main Spans
8 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
30 Span Type Main
M Material
3 - Steel Design
02 Length
803 Deck Width
32 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
6 Sub Rating
5 Chan. Rating
7 Culv. Rating
N Structure Rating
5 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
52.3 HS Inv. Rating Method
1 HS Inv. Method
31.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
784 Future ADT Year
2042 Bypass Detour
18.019764 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
17602 ODOT County
77 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
2(4-100ft. CONT) PLATE Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7717 0537 X H Index
95.015 Latitude
36:23:20.33 Longitude
-99:13:43.59 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 50 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
9 NBI Text
17602 Vault Link
http://plansrv1/bridgemaintvault/b17602 GIS FO/SD
Meets Standards H Inv. Method
18.9 Latitude DD
36.388981 Longitude DD
-99.228775 ODOT County Number
77 Maint. Dist.
6 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
17650 x
-11046096.7050403 y
4354277.40862262 |
|||||||||||||||||||||||||||||||||||||
| 17601 | 4621 0140 X | 17601 | McIntosh | S.H. 150 | EUFAULA RESERVOIR | 4621 0140 X | 30ft. I-BM (206ft.-334ft.-206ft. CONT)PLATE GIRDER,30ft. I-BM. SPANS WITH 2-3ft. SIDEWA | 1969 | 35.375928 | -95.594933 | 807 | 36 | — | 3 | 0 | 2 | 28 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 66.3 | Fair (5) | Good (7) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17649 BRKEY
17601 NBI No.
17601 On Under
1 Structure No.
4621 0140 X Control No.
021 Lane Ind.
Milepoint
01400 Facility Carried
S.H. 150 Feature Intersected
EUFAULA RESERVOIR Division
01 County
091 Location
1.4 MI NW US69 Sufficiency
66.3 Kind Hwy
3 Level Service
1 Route No.
00150 Service Type On
5 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
28 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1969 ADT Total
1000 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
28 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
38 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
807 Deck Width
36 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
7 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
8 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
45.9 HS Inv. Rating Method
1 HS Inv. Method
27.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1600 Future ADT Year
2042 Bypass Detour
14.291537 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
17601 ODOT County
46 Nav. Control
1 Nav. HC
329.724 Lft. Br. Nav. Cl.
0 Nav. VC
20.997 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
3 Rt. Curb SW
3 Description
30ft. I-BM (206ft.-334ft.-206ft. CONT)PLATE GIRDER,30ft. I-BM. SPANS WITH 2-3ft. SIDEWA Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4621 0140 X H Index
91.4586 Latitude
35:22:33.34 Longitude
-95:35:41.76 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 150 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
17601 Vault Link
http://plansrv1/bridgemaintvault/b17601 GIS FO/SD
Meets Standards H Inv. Method
15.3 Latitude DD
35.375928 Longitude DD
-95.594933 ODOT County Number
46 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
17649 x
-10641579.2639771 y
4215086.33890362 |
|||||||||||||||||||||||||||||||||||||
| 17599 | 2546R2022EX | 17599 | Garvin | I-35 | WASHITA RIVER | 2546 2022EX | 2(4-90ft.) CONT. PLATE | 1969 | 34.77894444 | -97.2922 | 723.999 | 40 | — | 8 | 0 | 2 | 37.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 66.7 | Poor (4) | Poor (4) | Poor (4) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 15850 | 2015 | 5 | Unmatched |
|
Raw data
OBJECTID
17647 BRKEY
17599 NBI No.
17599 On Under
1 Structure No.
2546R2022EX Control No.
046 Lane Ind.
E Milepoint
20220 Facility Carried
I-35 Feature Intersected
WASHITA RIVER Division
03 County
049 Location
3.3 MI N JCT SH 19 Sufficiency
66.7 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
37.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1969 ADT Total
15850 ADT Year
2015 Design Load
HS 20 Skew
0 No. Main Spans
8 Road Width
37.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
37.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
723.999 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.
3 Deck Rating
4 Super Rating
4 Sub Rating
4 Chan. Rating
6 Culv. Rating
N Structure Rating
4 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
55.556 HS Inv. Rating Method
1 HS Inv. Method
33.29 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
25360 Future ADT Year
2035 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
-1 Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
17599 ODOT County
25 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
2(4-90ft.) CONT. PLATE Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
2546 2022EX H Index
62.8002 Latitude
34:46:44.2 Longitude
-97:17:31.92 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-35 Scour
4 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
17599 Vault Link
http://plansrv1/bridgemaintvault/b17599 GIS FO/SD
SD H Inv. Method
23.7 Latitude DD
34.77894444 Longitude DD
-97.2922 ODOT County Number
25 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
17647 x
-10830518.1621573 y
4133881.00659188 |
|||||||||||||||||||||||||||||||||||||
| 17517 | 5164 0174 X | 17517 | Muskogee | GIBSON ST. | S.H. 165 UNDER | 5164 0174 X | 2-85ft. CONT. PLATE GI | 1969 | 35.75512222 | -95.31033056 | 171.916 | 32.999 | — | 2 | 0 | 2 | 26.001 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 80.6 | Satisfactory (6) | Fair (5) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 17 - Collector (Urban) | B | 2000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17646 BRKEY
17517 NBI No.
17517 On Under
1 Structure No.
5164 0174 X Control No.
Lane Ind.
Milepoint
Facility Carried
GIBSON ST. Feature Intersected
S.H. 165 UNDER Division
01 County
101 Location
1.1 MI S JCT US 62 Sufficiency
80.6 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
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
17 - Collector (Urban) Year Built
1969 ADT Total
2000 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
26.001 Ref. Underclearance Rt.
H Underclearance Right
17.001 Underclearance Left
13.501 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
171.916 Deck Width
32.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
7 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
2 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
58 HS Inv. Rating Method
1 HS Inv. Method
35 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3200 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
1700 Min Measured Clearance
1608 NBI Rating
17517 ODOT County
51 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
0 Lft. Curb SW
3.999 Rt. Curb SW
1.499 Description
2-85ft. CONT. PLATE GI Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5164 0174 X H Index
71.1248 Latitude
35:45:18.44 Longitude
-95:18:37.19 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
GIBSON ST. 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
17517 Vault Link
http://plansrv1/bridgemaintvault/b17517 GIS FO/SD
FO H Inv. Method
22 Latitude DD
35.75512222 Longitude DD
-95.31033056 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
6 Rural/Urban
Urban ARC_ID_NUM
17646 x
-10609897.4652778 y
4266978.67126529 |
|||||||||||||||||||||||||||||||||||||
| 17516 | 5164 0172 X | 17516 | Muskogee | GIBSON ST. EB | S.H. 165 UNDER | 5164 0172 X | 2-85ft. CONT. PLATE GI | 1969 | 35.75500833 | -95.31033056 | 171.916 | 32.999 | — | 2 | 0 | 2 | 26.001 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 81.6 | Satisfactory (6) | Good (7) | Satisfactory (6) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 17 - Collector (Urban) | B | 2000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17645 BRKEY
17516 NBI No.
17516 On Under
1 Structure No.
5164 0172 X Control No.
Lane Ind.
Milepoint
Facility Carried
GIBSON ST. EB Feature Intersected
S.H. 165 UNDER Division
01 County
101 Location
1.1 MI S JCT US 62 Sufficiency
81.6 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
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
17 - Collector (Urban) Year Built
1969 ADT Total
2000 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
26.001 Ref. Underclearance Rt.
H Underclearance Right
17.001 Underclearance Left
13.501 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
171.916 Deck Width
32.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
6 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
2 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
58 HS Inv. Rating Method
1 HS Inv. Method
35 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3200 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1601 Max Measured Clearance
1608 Min Measured Clearance
1604 NBI Rating
17516 ODOT County
51 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
0 Lft. Curb SW
1.5 Rt. Curb SW
4 Description
2-85ft. CONT. PLATE GI Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5164 0172 X H Index
94.6375 Latitude
35:45:18.03 Longitude
-95:18:37.19 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
GIBSON ST. 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
17516 Vault Link
http://plansrv1/bridgemaintvault/b17516 GIS FO/SD
FO H Inv. Method
22 Latitude DD
35.75500833 Longitude DD
-95.31033056 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
6 Rural/Urban
Urban ARC_ID_NUM
17645 x
-10609897.4652778 y
4266963.04855675 |
|||||||||||||||||||||||||||||||||||||
| 17515 | 0504 1666 X | 17515 | Beckham | I-40 WB | I-40 BUS. UNDER | 0504 1666NX | 41ft.-69ft.-47ft. CONT. PLATE GIRDER SPANS, SK. 30 DEG.R.F. | 1969 | 35.42028056 | -99.36781667 | 160.105 | 40 | — | 3 | 49 | 2 | 38.002 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 84.9 | Satisfactory (6) | Fair (5) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 14300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17644 BRKEY
17515 NBI No.
17515 On Under
1 Structure No.
0504 1666 X Control No.
004 Lane Ind.
Milepoint
16660 Facility Carried
I-40 WB Feature Intersected
I-40 BUS. UNDER Division
05 County
009 Location
EAST EDGE OF ELK CITY Sufficiency
84.9 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
38.002 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1969 ADT Total
14300 ADT Year
2022 Design Load
HS 20 Skew
49 No. Main Spans
3 Road Width
38.002 Ref. Underclearance Rt.
H Underclearance Right
13.399 Underclearance Left
11.601 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38.002 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
160.105 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
5 Super Rating
6 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49 HS Inv. Rating Method
1 HS Inv. Method
29 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
22880 Future ADT Year
2042 Bypass Detour
6.213712 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
_ Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
1902 Min Measured Clearance
1703 NBI Rating
17515 ODOT County
05 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
8 DK Surf. Type
5 Lft. Curb SW
0 Rt. Curb SW
0 Description
41ft.-69ft.-47ft. CONT. PLATE GIRDER SPANS, SK. 30 DEG.R.F. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0504 1666NX H Index
65.3541 Latitude
35:25:13.01 Longitude
-99:22:04.14 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-40 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
W NBI Text
17515 Vault Link
http://plansrv1/bridgemaintvault/b17515 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
35.42028056 Longitude DD
-99.36781667 ODOT County Number
5 Maint. Dist.
5 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
17644 x
-11061574.7529438 y
4221143.2892136 |
|||||||||||||||||||||||||||||||||||||
| 17514 | 0504 1420SX | 17514 | Beckham | I-40 | ELK CREEK | 0504 1420SX | 49ft.-60ft.-49ft. CONT. PLATE GIRDER SPANS SK. 30 DEG. R.F. | 1969 | 35.39356111 | -99.3974 | 160.105 | 40 | — | 3 | 30 | 2 | 38.002 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 83.1 | Fair (5) | Good (7) | Fair (5) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 7750 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17643 BRKEY
17514 NBI No.
17514 On Under
1 Structure No.
0504 1420SX Control No.
004 Lane Ind.
S Milepoint
14200 Facility Carried
I-40 Feature Intersected
ELK CREEK Division
05 County
009 Location
0.3 MI E S.H. 6 Sufficiency
83.1 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
38.002 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
1969 ADT Total
7750 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
38.002 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
4 - Steel Continuous Design
02 Length
160.105 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
7 Super Rating
5 Sub Rating
6 Chan. Rating
7 Culv. Rating
N Structure Rating
5 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
50 HS Inv. Rating Method
1 HS Inv. Method
30 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
12400 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
17514 ODOT County
05 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
49ft.-60ft.-49ft. CONT. PLATE GIRDER SPANS SK. 30 DEG. R.F. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0504 1420SX H Index
97.4018 Latitude
35:23:36.82 Longitude
-99:23:50.64 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-40 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
W NBI Text
17514 Vault Link
http://plansrv1/bridgemaintvault/b17514 GIS FO/SD
Meets Standards H Inv. Method
17 Latitude DD
35.39356111 Longitude DD
-99.3974 ODOT County Number
5 Maint. Dist.
5 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
17643 x
-11064867.9541753 y
4217493.98292127 |
|||||||||||||||||||||||||||||||||||||
| 17513 | 0504 1420NX | 17513 | Beckham | I-40 | ELK CREEK | 0504 1420NX | 49ft.-60ft.-49ft. CONT. PLATE GIRDER SPANS, SK. 30 DEG. R.F. | 1969 | 35.39361944 | -99.39781111 | 160.105 | 40 | — | 3 | 30 | 2 | 38.002 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 83.1 | Fair (5) | Good (7) | Fair (5) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 7600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17642 BRKEY
17513 NBI No.
17513 On Under
1 Structure No.
0504 1420NX Control No.
004 Lane Ind.
N Milepoint
14200 Facility Carried
I-40 Feature Intersected
ELK CREEK Division
05 County
009 Location
0.3 MI E S.H. 6 Sufficiency
83.1 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
38.002 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
1969 ADT Total
7600 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
38.002 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
4 - Steel Continuous Design
02 Length
160.105 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
7 Super Rating
5 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
50 HS Inv. Rating Method
1 HS Inv. Method
30 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
12160 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
17513 ODOT County
05 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
49ft.-60ft.-49ft. CONT. PLATE GIRDER SPANS, SK. 30 DEG. R.F. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0504 1420NX H Index
95.9441 Latitude
35:23:37.03 Longitude
-99:23:52.12 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-40 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
W NBI Text
17513 Vault Link
http://plansrv1/bridgemaintvault/b17513 GIS FO/SD
Meets Standards H Inv. Method
17 Latitude DD
35.39361944 Longitude DD
-99.39781111 ODOT County Number
5 Maint. Dist.
5 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
17642 x
-11064913.7187312 y
4217501.94823638 |
|||||||||||||||||||||||||||||||||||||
| 17512 | 2002 1355SX | 17512 | Custer | I-40 EB | I-40 BUS. EB UNDER | 2002 1355SX | 38ft.-70ft.-56ft. CONT. PLATE GIRDER SPANS, SK. 45 DEG. R.F. | 1969 | 35.513675 | -98.91887222 | 167.979 | 39.8 | — | 3 | 48 | 2 | 38.002 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 9950 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17641 BRKEY
17512 NBI No.
17512 On Under
1 Structure No.
2002 1355SX Control No.
002 Lane Ind.
S Milepoint
13550 Facility Carried
I-40 EB Feature Intersected
I-40 BUS. EB UNDER Division
05 County
039 Location
2.8 MI E JCT U.S. 183 Sufficiency
95 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
38.002 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1969 ADT Total
9950 ADT Year
2022 Design Load
HS 20 Skew
48 No. Main Spans
3 Road Width
38.002 Ref. Underclearance Rt.
H Underclearance Right
10.4 Underclearance Left
4.301 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38.002 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
167.979 Deck Width
39.8 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
52 HS Inv. Rating Method
1 HS Inv. Method
31 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
15920 Future ADT Year
2042 Bypass Detour
0.099997 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
2001 Min Measured Clearance
1609 NBI Rating
17512 ODOT County
20 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
6 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
38ft.-70ft.-56ft. CONT. PLATE GIRDER SPANS, SK. 45 DEG. R.F. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2002 1355SX H Index
95.1572 Latitude
35:30:49.23 Longitude
-98:55:07.94 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
1 Roadway Name
I-40 EB Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
17512 Vault Link
http://plansrv1/bridgemaintvault/b17512 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
35.513675 Longitude DD
-98.91887222 ODOT County Number
20 Maint. Dist.
5 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
17641 x
-11011598.4853753 y
4233908.49633437 |
|||||||||||||||||||||||||||||||||||||
| 17959 | 5002 0642WX | 17959 | Murray | U.S. 77 | WASHITA RIVER | 5002 0642WX | 50ft.(8-100.37ft.) PREST | 1970 | 34.45536944 | -97.13334444 | 854 | 42 | — | 7 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 78.5 | 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) | C | 2300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17623 BRKEY
17959 NBI No.
17959 On Under
1 Structure No.
5002 0642WX Control No.
002 Lane Ind.
W Milepoint
06420 Facility Carried
U.S. 77 Feature Intersected
WASHITA RIVER Division
07 County
099 Location
6.5 MI N CARTER C/L Sufficiency
78.5 Kind Hwy
2 Level Service
1 Route No.
00077 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
07 - Major Collector (Rural) Year Built
1970 ADT Total
2300 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
7 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
38 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
854 Deck Width
42 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
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
8 HS Operating Rating Method
1 HS Operating Rating
44 HS Inv. Rating Method
1 HS Inv. Method
26 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3680 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
17959 ODOT County
50 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
50ft.(8-100.37ft.) PREST Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5002 0642WX H Index
92.0035 Latitude
34:27:19.33 Longitude
-97:08:00.04 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 77 Scour
7 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
4 NBI Text
17959 Vault Link
http://plansrv1/bridgemaintvault/b17959 GIS FO/SD
Meets Standards H Inv. Method
21 Latitude DD
34.45536944 Longitude DD
-97.13334444 ODOT County Number
50 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
17623 x
-10812834.4421084 y
4090112.14509737 |
|||||||||||||||||||||||||||||||||||||
| 17958 | 7306 0500WX | 17958 | Wagoner | U.S. 69 SB | VERDIGRIS RIVER | 7306 0500WX | 33ft.(208ft.-334ft.-208ft.)33ft. CONT. PLATE GIRDER SPANS SK. 70 DEG.47ft.114ft. | 1970 | 35.88490833 | -95.40303333 | 825 | 42 | — | 3 | 20 | 2 | 40 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 87.9 | 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) | C | 6500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17622 BRKEY
17958 NBI No.
17958 On Under
1 Structure No.
7306 0500WX Control No.
006 Lane Ind.
W Milepoint
05000 Facility Carried
U.S. 69 SB Feature Intersected
VERDIGRIS RIVER Division
01 County
145 Location
4.9 MI N MUSKOGEE CO Sufficiency
87.9 Kind Hwy
2 Level Service
1 Route No.
00069 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1970 ADT Total
6500 ADT Year
2022 Design Load
HS 20 Skew
20 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
825 Deck Width
42 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
6 Sub Rating
5 Chan. Rating
7 Culv. Rating
N Structure Rating
5 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
69 HS Inv. Rating Method
1 HS Inv. Method
41.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
10400 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
17958 ODOT County
73 Nav. Control
1 Nav. HC
224.738 Lft. Br. Nav. Cl.
0 Nav. VC
51.837 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
33ft.(208ft.-334ft.-208ft.)33ft. CONT. PLATE GIRDER SPANS SK. 70 DEG.47ft.114ft. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7306 0500WX H Index
82.992 Latitude
35:53:05.67 Longitude
-95:24:10.92 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 69 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
17958 Vault Link
http://plansrv1/bridgemaintvault/b17958 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
35.88490833 Longitude DD
-95.40303333 ODOT County Number
73 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
17622 x
-10620217.0904293 y
4284796.46993946 |
|||||||||||||||||||||||||||||||||||||
| 17957 | 7306 0500EX | 17957 | Wagoner | U.S. 69 NB | VERDIGRIS RIVER | 7306 0500EX | 33ft.(208ft.-334ft.-208ft.)3 | 1970 | 35.88475833 | -95.4025 | 825 | 42 | — | 3 | 20 | 2 | 40 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 87.9 | 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) | C | 6200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17621 BRKEY
17957 NBI No.
17957 On Under
1 Structure No.
7306 0500EX Control No.
006 Lane Ind.
E Milepoint
05000 Facility Carried
U.S. 69 NB Feature Intersected
VERDIGRIS RIVER Division
01 County
145 Location
4.9 MI N MUSKOGEE CO Sufficiency
87.9 Kind Hwy
2 Level Service
1 Route No.
00069 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1970 ADT Total
6200 ADT Year
2022 Design Load
HS 20 Skew
20 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
825 Deck Width
42 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
6 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
69 HS Inv. Rating Method
1 HS Inv. Method
41.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
9920 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
17957 ODOT County
73 Nav. Control
1 Nav. HC
224.738 Lft. Br. Nav. Cl.
0 Nav. VC
51.837 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
33ft.(208ft.-334ft.-208ft.)3 Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7306 0500EX H Index
83.0454 Latitude
35:53:05.13 Longitude
-95:24:09 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 69 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
17957 Vault Link
http://plansrv1/bridgemaintvault/b17957 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
35.88475833 Longitude DD
-95.4025 ODOT County Number
73 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
17621 x
-10620157.7204053 y
4284775.8602271 |
|||||||||||||||||||||||||||||||||||||
| 17956 | 2553 0087 X | 17956 | Garvin | S.H. 17A | WASHITA RIVER | 2553 0087 X | 8-100ft. PLATE GIRDER, SK. 60 DEG. RF | 1970 | 34.62267222 | -97.20143056 | 803 | 32 | — | 8 | 30 | 2 | 30 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 75.5 | Fair (5) | Good (7) | Very good (8) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17620 BRKEY
17956 NBI No.
17956 On Under
1 Structure No.
2553 0087 X Control No.
053 Lane Ind.
Milepoint
00870 Facility Carried
S.H. 17A Feature Intersected
WASHITA RIVER Division
03 County
049 Location
0.8 MI E I-35 Sufficiency
75.5 Kind Hwy
3 Level Service
1 Route No.
0017A 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
1970 ADT Total
1900 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
8 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
3 - Steel Design
02 Length
803 Deck Width
32 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
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
74 HS Inv. Rating Method
1 HS Inv. Method
44 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3040 Future ADT Year
2042 Bypass Detour
19.883878 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
17956 ODOT County
25 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
8-100ft. PLATE GIRDER, SK. 60 DEG. RF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2553 0087 X H Index
97.0085 Latitude
34:37:21.62 Longitude
-97:12:05.15 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 17A Scour
5 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
17956 Vault Link
http://plansrv1/bridgemaintvault/b17956 GIS FO/SD
Meets Standards H Inv. Method
30 Latitude DD
34.62267222 Longitude DD
-97.20143056 ODOT County Number
25 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
17620 x
-10820413.7543169 y
4112721.30270258 |
|||||||||||||||||||||||||||||||||||||
| 17770 | 0501 2507SXC | 17770 | Beckham | I-40 SD | CREEK | 0501 2507SXC | 3-10ft.X12ft.X165ft. R.C.B. | 1970 | 35.315489 | -99.610978 | 39.042 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 84.1 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 09 - Local (Rural) | A | 4900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17612 BRKEY
17770 NBI No.
17770 On Under
1 Structure No.
0501 2507SXC Control No.
001 Lane Ind.
S Milepoint
25070 Facility Carried
I-40 SD Feature Intersected
CREEK Division
05 County
009 Location
0.1 M. E. OF I-40 BUS. Sufficiency
84.1 Kind Hwy
8 Level Service
0 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
26.001 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
09 - Local (Rural) Year Built
1970 ADT Total
4900 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
17 Appr. Roadway Width
22.001 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
7 Structure Rating
5 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
36 HS Inv. Rating Method
1 HS Inv. Method
21.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
7840 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
40 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
17770 ODOT County
05 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.X12ft.X165ft. R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
C Alt. Structure Name
0501 2507SXC H Index
87.79 Latitude
35:18:55.76 Longitude
-99:36:39.52 I257A
0 I257B
0 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-40 SD Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
0 - None Historical Significance
5 Local Bridge ID
W NBI Text
17770 Vault Link
http://plansrv1/bridgemaintvault/b17770 GIS FO/SD
Meets Standards H Inv. Method
13.8 Latitude DD
35.315489 Longitude DD
-99.610978 ODOT County Number
5 Maint. Dist.
5 HPMS Functional Class
7 Rural/Urban
Rural ARC_ID_NUM
17612 x
-11088643.34838 y
4206837.92096062 |
|||||||||||||||||||||||||||||||||||||
| 17769 | 4623T1566 X | 17769 | McIntosh | IND. NATION TP | CREEK | 4623T1566 X | 3-10ft. X 12ft. X 126ft. RCB | 1970 | 35.362472 | -95.956681 | 32.001 | 126.001 | — | 3 | 0 | 4 | 123.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 98.2 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 02 - Principal Arterial Other (Rural) | Z | 8100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17611 BRKEY
17769 NBI No.
17769 On Under
1 Structure No.
4623T1566 X Control No.
023 Lane Ind.
Milepoint
15660 Facility Carried
IND. NATION TP Feature Intersected
CREEK Division
01 County
091 Location
4.48 MI'S S. JCT I-40 Sufficiency
98.2 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
87.001 Bridge System
Z Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1970 ADT Total
8100 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
123.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
4 Fill RCB
5 Appr. Roadway Width
87.001 Span Type Main
M Material
1 - Concrete Design
19 Length
32.001 Deck Width
126.001 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
12960 Future ADT Year
2042 Bypass Detour
1.242742 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
80 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
17769 ODOT County
46 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft. X 12ft. X 126ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4623T1566 X H Index
99.67 Latitude
35:21:44.9 Longitude
-95:57:24.05 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
IND. NATION TP Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
04.91 NBI Text
17769 Vault Link
http://plansrv1/bridgemaintvault/b17769 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
35.362472 Longitude DD
-95.956681 ODOT County Number
46 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
17611 x
-10681848.8671326 y
4213249.39593999 |
|||||||||||||||||||||||||||||||||||||
| 17768 | 4623T1530 X | 17768 | McIntosh | IND. NATION TP | CREEK | 4623T1530 X | 3-10ft.X 11ft.X 119ft. RC BOX | 1970 | 35.35510278 | -95.95705278 | 37.001 | 121.001 | — | 3 | 30 | 4 | 118.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 98.2 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 02 - Principal Arterial Other (Rural) | Z | 8100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17610 BRKEY
17768 NBI No.
17768 On Under
1 Structure No.
4623T1530 X Control No.
023 Lane Ind.
Milepoint
15300 Facility Carried
IND. NATION TP Feature Intersected
CREEK Division
01 County
091 Location
5.42 MI'S S. JCT I-40 Sufficiency
98.2 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
87.001 Bridge System
Z Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1970 ADT Total
8100 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
118.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
4 Fill RCB
5 Appr. Roadway Width
87.001 Span Type Main
M Material
1 - Concrete Design
19 Length
37.001 Deck Width
121.001 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
12960 Future ADT Year
2042 Bypass Detour
1.242742 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
80 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
17768 ODOT County
46 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X 11ft.X 119ft. RC BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4623T1530 X H Index
99.34 Latitude
35:21:18.37 Longitude
-95:57:25.39 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
IND. NATION TP Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
05.42 NBI Text
17768 Vault Link
http://plansrv1/bridgemaintvault/b17768 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
35.35510278 Longitude DD
-95.95705278 ODOT County Number
46 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
17610 x
-10681890.2534929 y
4212243.51819673 |
|||||||||||||||||||||||||||||||||||||
| 17767 | 1603 1511 X | 17767 | Comanche | U.S. 62 | CREEK | 1603 1511 X | 3-10ft.X 8ft.X 186ft. R.C.BOX | 1970 | 34.63059444 | -98.56301944 | 33.136 | 0 | — | 3 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 68.9 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 8500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17609 BRKEY
17767 NBI No.
17767 On Under
1 Structure No.
1603 1511 X Control No.
003 Lane Ind.
Milepoint
15110 Facility Carried
U.S. 62 Feature Intersected
CREEK Division
07 County
031 Location
4.0 MI. E. JCT.SH115 Sufficiency
68.9 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
96.03 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
1970 ADT Total
8500 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
3 Appr. Roadway Width
96.03 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
7 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
89.3 HS Inv. Rating Method
1 HS Inv. Method
53.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
13600 Future ADT Year
2042 Bypass Detour
67.108088 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
17767 ODOT County
16 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 8ft.X 186ft. R.C.BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1603 1511 X H Index
98.8173 Latitude
34:37:50.14 Longitude
-98:33:46.87 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 62 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
018 NBI Text
17767 Vault Link
http://plansrv1/bridgemaintvault/b17767 GIS FO/SD
Meets Standards H Inv. Method
29.8 Latitude DD
34.63059444 Longitude DD
-98.56301944 ODOT County Number
16 Maint. Dist.
7 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
17609 x
-10971985.1351083 y
4113793.03336178 |
|||||||||||||||||||||||||||||||||||||
| 17766 | 1506 1480 X | 17766 | Coal | S.H. 3 | PENNEY CREEK | 1506 1480 X | 3-10ft.X10ft.X86ft. RCB | 1970 | 34.58163056 | -96.27818889 | 34.121 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 85.1 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 3200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17608 BRKEY
17766 NBI No.
17766 On Under
1 Structure No.
1506 1480 X Control No.
006 Lane Ind.
Milepoint
14800 Facility Carried
S.H. 3 Feature Intersected
PENNEY CREEK Division
03 County
029 Location
14.8 MI E PONTOTOC CO Sufficiency
85.1 Kind Hwy
3 Level Service
1 Route No.
00003 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
43.963 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1970 ADT Total
3200 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
10 Appr. Roadway Width
43.999 Span Type Main
M Material
1 - Concrete Design
19 Length
34.121 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
46.77 HS Inv. Rating Method
1 HS Inv. Method
28.06 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5120 Future ADT Year
2042 Bypass Detour
22.990734 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
17766 ODOT County
15 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X10ft.X86ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1506 1480 X H Index
99.01 Latitude
34:34:53.87 Longitude
-96:16:41.48 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 3 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
17766 Vault Link
http://plansrv1/bridgemaintvault/b17766 GIS FO/SD
Meets Standards H Inv. Method
21.11 Latitude DD
34.58163056 Longitude DD
-96.27818889 ODOT County Number
15 Maint. Dist.
3 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
17608 x
-10717638.9617334 y
4107170.75797021 |
|||||||||||||||||||||||||||||||||||||
| 17765 | 1603 1345 X | 17765 | Comanche | U.S. 62 | CREEK | 1603 1345 X | 3-10ft.X 10ft.X 162ft. R.C.BOX | 1970 | 34.63155556 | -98.59998056 | 34.121 | 0 | — | 3 | 0 | 4 | 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 | 02 - Principal Arterial Other (Rural) | C | 8300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17607 BRKEY
17765 NBI No.
17765 On Under
1 Structure No.
1603 1345 X Control No.
003 Lane Ind.
Milepoint
13450 Facility Carried
U.S. 62 Feature Intersected
CREEK Division
07 County
031 Location
1.70 MI.E. JCT.SH115 Sufficiency
67 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
90.03 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
1970 ADT Total
8300 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
5 Appr. Roadway Width
96.03 Span Type Main
M Material
1 - Concrete Design
19 Length
34.121 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
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
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
53.6 HS Inv. Rating Method
1 HS Inv. Method
32.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
13280 Future ADT Year
2042 Bypass Detour
67.108088 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
17765 ODOT County
16 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X 10ft.X 162ft. R.C.BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1603 1345 X H Index
97.9754 Latitude
34:37:53.6 Longitude
-98:35:59.93 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 62 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
016 NBI Text
17765 Vault Link
http://plansrv1/bridgemaintvault/b17765 GIS FO/SD
Meets Standards H Inv. Method
17.8 Latitude DD
34.63155556 Longitude DD
-98.59998056 ODOT County Number
16 Maint. Dist.
7 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
17607 x
-10976099.6281659 y
4113923.06218158 |
|||||||||||||||||||||||||||||||||||||
| 17954 | 3108 1536 X | 17954 | Haskell | S.H. 9 | SANS BOIS CREEK | 3108 1536 X | 145ft.-242ft.-145ft. CONT PLATE GIRDER SPANS WITH 2-18ft. SAFETY CURBS | 1970 | 35.25923889 | -94.97081389 | 535 | 33 | — | 3 | 0 | 2 | 28 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 56.8 | Fair (5) | Good (7) | Fair (5) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 3700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17600 BRKEY
17954 NBI No.
17954 On Under
1 Structure No.
3108 1536 X Control No.
008 Lane Ind.
Milepoint
15360 Facility Carried
S.H. 9 Feature Intersected
SANS BOIS CREEK Division
01 County
061 Location
15.7 MI E OF JCT SH2 Sufficiency
56.8 Kind Hwy
3 Level Service
1 Route No.
00009 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
28 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1970 ADT Total
3700 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
28 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
44 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
535 Deck Width
33 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
5 Sub Rating
6 Chan. Rating
7 Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
67 HS Inv. Rating Method
1 HS Inv. Method
40 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5920 Future ADT Year
2042 Bypass Detour
44.738726 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
17954 ODOT County
31 Nav. Control
1 Nav. HC
224.738 Lft. Br. Nav. Cl.
0 Nav. VC
29.9 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
1.5 Rt. Curb SW
1.5 Description
145ft.-242ft.-145ft. CONT PLATE GIRDER SPANS WITH 2-18ft. SAFETY CURBS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3108 1536 X H Index
59.1822 Latitude
35:15:33.26 Longitude
-94:58:14.93 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 9 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
17954 Vault Link
http://plansrv1/bridgemaintvault/b17954 GIS FO/SD
Meets Standards H Inv. Method
22 Latitude DD
35.25923889 Longitude DD
-94.97081389 ODOT County Number
31 Maint. Dist.
1 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
17600 x
-10572102.6424576 y
4199166.71857141 |
|||||||||||||||||||||||||||||||||||||
| 17953 | 3622 0150 X | 17953 | Kay | S.H. 11 | CHIKASKIA RIVER O'FLOW | 3622 0150 X | 19-25ft. CONC. SLAB SPANS WITH TR-4 RAILS | 1970 | 36.81166111 | -97.25578056 | 475.066 | 48.799 | — | 19 | 0 | 2 | 43.999 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99.4 | Satisfactory (6) | Good (7) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 2600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17599 BRKEY
17953 NBI No.
17953 On Under
1 Structure No.
3622 0150 X Control No.
022 Lane Ind.
Milepoint
01500 Facility Carried
S.H. 11 Feature Intersected
CHIKASKIA RIVER O'FLOW Division
04 County
071 Location
1.5 MI E JCT US 177 Sufficiency
99.4 Kind Hwy
3 Level Service
1 Route No.
00011 Service Type On
1 Service Type Off
9 Vertical Clearance
_ Horizontal Clearance
43.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1970 ADT Total
2600 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
19 Road Width
43.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
43.999 Span Type Main
M Material
1 - Concrete Design
01 Length
475.066 Deck Width
48.799 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
6 Chan. Rating
8 Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
68 HS Inv. Rating Method
1 HS Inv. Method
41 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4160 Future ADT Year
2042 Bypass Detour
3.106856 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
17953 ODOT County
36 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
4 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
19-25ft. CONC. SLAB SPANS WITH TR-4 RAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3622 0150 X H Index
81.0872 Latitude
36:48:41.98 Longitude
-97:15:20.81 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 11 Scour
8 Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
17953 Vault Link
http://plansrv1/bridgemaintvault/b17953 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
36.81166111 Longitude DD
-97.25578056 ODOT County Number
36 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
17599 x
-10826463.9686415 y
4412887.18765458 |
|||||||||||||||||||||||||||||||||||||
| 17952 | 7293 0005 X | 17952 | Tulsa | BNSF R.R. | U.S. 75 UNDER | 7293 0005 X | 2-50ft.,62ft.,2-69ft.,65ft.,50ft., 46ft. I-BM. SPANS SK. VARIES | 1970 | 36.160492 | -95.979989 | 460.958 | 8.999 | — | 8 | 0 | 1 | 22.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | ! | -1 | Not applicable (N) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Not applicable (N) | 27 - Railroad | 27 - Railroad | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | H | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17598 BRKEY
17952 NBI No.
17952 On Under
A Structure No.
7293 0005 X Control No.
Lane Ind.
Milepoint
Facility Carried
BNSF R.R. Feature Intersected
U.S. 75 UNDER Division
08 County
143 Location
.05 MI N JCT I-444 Sufficiency
-1 Kind Hwy
1 Level Service
7 Route No.
00244 Service Type On
2 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
22.999 Bridge System
H Owner
27 - Railroad Custodian
27 - Railroad Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1970 ADT Total
5000 ADT Year
2022 Design Load
Railroad Skew
0 No. Main Spans
8 Road Width
22.999 Ref. Underclearance Rt.
H Underclearance Right
3.999 Underclearance Left
3.999 Deck Structure Type
1 No. Lanes
1 Fill RCB
Appr. Roadway Width
22.999 Span Type Main
M Material
3 - Steel Design
02 Length
460.958 Deck Width
8.999 Bridge Open Closed
! TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
9 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
N Culv. Rating
N Structure Rating
N Deck Geometry
N Underclearance
2 Bridge Posting
0 Waterway Adequacy
N Approach Alignment
N 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
8000 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
1500 Max Measured Clearance
1507 Min Measured Clearance
1504 NBI Rating
17952 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-50ft.,62ft.,2-69ft.,65ft.,50ft., 46ft. I-BM. SPANS SK. VARIES Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7293 0005 X H Index
-1 Latitude
36:09:37.77 Longitude
-95:58:47.96 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
0 Roadway Name
I-244 RAMP W-S (W) UNDER Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
7 - Ramp, Wye, Connector, etc. Historical Significance
5 Local Bridge ID
-1 NBI Text
17952 Vault Link
http://plansrv1/bridgemaintvault/b17952 GIS FO/SD
FO H Inv. Method
0 Latitude DD
36.160492 Longitude DD
-95.979989 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
17598 x
-10684443.501824 y
4322727.35455607 |
|||||||||||||||||||||||||||||||||||||
| 17951 | 3622 0023 X | 17951 | Kay | S.H. 11 | CHIKASKIA RIVER | 3622 0023 X | 4-100ft. CONT. PLATE G | 1970 | 36.811525 | -97.278792 | 401 | 46 | — | 4 | 30 | 2 | 44 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 79.8 | Fair (5) | Good (7) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | B | 3600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17597 BRKEY
17951 NBI No.
17951 On Under
1 Structure No.
3622 0023 X Control No.
022 Lane Ind.
Milepoint
00230 Facility Carried
S.H. 11 Feature Intersected
CHIKASKIA RIVER Division
04 County
071 Location
0.3 MI E JCT US 177 Sufficiency
79.8 Kind Hwy
3 Level Service
1 Route No.
00011 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
44 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
1970 ADT Total
3600 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
4 Road Width
44 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
44 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
401 Deck Width
46 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
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
8 HS Operating Rating Method
1 HS Operating Rating
47 HS Inv. Rating Method
1 HS Inv. Method
26 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5760 Future ADT Year
2042 Bypass Detour
1.864114 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
17951 ODOT County
36 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
4-100ft. CONT. PLATE G Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3622 0023 X H Index
68.5603 Latitude
36:48:41.49 Longitude
-97:16:43.65 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
NBI Text
17951 Vault Link
http://plansrv1/bridgemaintvault/b17951 GIS FO/SD
Meets Standards H Inv. Method
14 Latitude DD
36.811525 Longitude DD
-97.278792 ODOT County Number
36 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
17597 x
-10829025.5904248 y
4412868.26246872 |
|||||||||||||||||||||||||||||||||||||
| 17950 | 1206R0238WX | 17950 | Choctaw | U.S. 271 | K R.R. & CO.RD. UND | 1206 0238WX | 2-35ft.(2-65ft. CONT.)(5 | 1970 | 33.905739 | -95.497756 | 397.966 | 34.8 | — | 4 | 0 | 2 | 32.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 70.3 | Fair (5) | Fair (5) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 5050 | 2020 | 5 | Unmatched |
|
Raw data
OBJECTID
17596 BRKEY
17950 NBI No.
17950 On Under
1 Structure No.
1206R0238WX Control No.
006 Lane Ind.
W Milepoint
02380 Facility Carried
U.S. 271 Feature Intersected
K R.R. & CO.RD. UND Division
02 County
023 Location
2.4 MI. N. TEXAS LINE Sufficiency
70.3 Kind Hwy
2 Level Service
1 Route No.
00271 Service Type On
1 Service Type Off
4 Vertical Clearance
Y Horizontal Clearance
32.999 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
1970 ADT Total
5050 ADT Year
2020 Design Load
HS 20 Skew
0 No. Main Spans
4 Road Width
32.999 Ref. Underclearance Rt.
H Underclearance Right
6.75 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
397.966 Deck Width
34.8 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
5 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
5 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
43.2 HS Inv. Rating Method
1 HS Inv. Method
25.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8080 Future ADT Year
2040 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
2107 Max Measured Clearance
2302 Min Measured Clearance
2106 NBI Rating
17950 ODOT County
12 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-35ft.(2-65ft. CONT.)(5 Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1206 0238WX H Index
67.6652 Latitude
33:54:20.66 Longitude
-95:29:51.92 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 271 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
009 NBI Text
17950 Vault Link
http://plansrv1/bridgemaintvault/b17950 GIS FO/SD
Meets Standards H Inv. Method
16.2 Latitude DD
33.905739 Longitude DD
-95.497756 ODOT County Number
12 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
17596 x
-10630761.5698203 y
4016152.08851136 |
|||||||||||||||||||||||||||||||||||||
| 17949 | 1206R0238EX | 17949 | Choctaw | U.S. 271 | K R.R. & CO.RD. UND | 1206 0238EX | 2-35ft.(2-65ft. CONT.)(5 | 1970 | 33.90632778 | -95.49787778 | 397.966 | 34.8 | — | 4 | 0 | 2 | 32.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 71.3 | Fair (5) | Satisfactory (6) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17595 BRKEY
17949 NBI No.
17949 On Under
1 Structure No.
1206R0238EX Control No.
006 Lane Ind.
E Milepoint
02380 Facility Carried
U.S. 271 Feature Intersected
K R.R. & CO.RD. UND Division
02 County
023 Location
2.4 MI. N. TEXAS LINE Sufficiency
71.3 Kind Hwy
2 Level Service
1 Route No.
00271 Service Type On
1 Service Type Off
4 Vertical Clearance
Y Horizontal Clearance
32.999 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
1970 ADT Total
5000 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
4 Road Width
32.999 Ref. Underclearance Rt.
H Underclearance Right
6.75 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
397.966 Deck Width
34.8 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
6 Super Rating
5 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
5 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
43.2 HS Inv. Rating Method
1 HS Inv. Method
25.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
2101 Max Measured Clearance
2107 Min Measured Clearance
2106 NBI Rating
17949 ODOT County
12 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-35ft.(2-65ft. CONT.)(5 Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1206 0238EX H Index
71.9588 Latitude
33:54:22.78 Longitude
-95:29:52.36 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 271 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
008 NBI Text
17949 Vault Link
http://plansrv1/bridgemaintvault/b17949 GIS FO/SD
Meets Standards H Inv. Method
16.2 Latitude DD
33.90632778 Longitude DD
-95.49787778 ODOT County Number
12 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
17595 x
-10630775.1263079 y
4016231.06002718 |
|||||||||||||||||||||||||||||||||||||
| 17764 | 1506 1111 X | 17764 | Coal | S.H. 3 | OWL CREEK | 1506 1111 X | 3010ft.X10ft.X92ft. RCB | 1970 | 34.60000556 | -96.33704444 | 39.042 | 91.864 | — | 3 | 23 | 2 | 43.963 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 94.4 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 3200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17588 BRKEY
17764 NBI No.
17764 On Under
1 Structure No.
1506 1111 X Control No.
006 Lane Ind.
Milepoint
11110 Facility Carried
S.H. 3 Feature Intersected
OWL CREEK Division
03 County
029 Location
11.1 MI E PONTOTOC CO Sufficiency
94.4 Kind Hwy
3 Level Service
1 Route No.
00003 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
43.963 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1970 ADT Total
3200 ADT Year
2022 Design Load
HS 20 Skew
23 No. Main Spans
3 Road Width
43.963 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
8 Appr. Roadway Width
43.999 Span Type Main
M Material
1 - Concrete Design
19 Length
39.042 Deck Width
91.864 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
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
100 HS Inv. Rating Method
1 HS Inv. Method
100 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5120 Future ADT Year
2042 Bypass Detour
22.990734 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
17764 ODOT County
15 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3010ft.X10ft.X92ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1506 1111 X H Index
99.01 Latitude
34:36:00.02 Longitude
-96:20:13.36 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 3 Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
17764 Vault Link
http://plansrv1/bridgemaintvault/b17764 GIS FO/SD
Meets Standards H Inv. Method
72.4 Latitude DD
34.60000556 Longitude DD
-96.33704444 ODOT County Number
15 Maint. Dist.
3 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
17588 x
-10724190.7315898 y
4109655.48547716 |
|||||||||||||||||||||||||||||||||||||
| 17763 | 6135T0960 X | 17763 | Pittsburg | IND. NATION TP | CREEK | 6135T0960 X | 3-10ft. X 12ft. X 262ft. RC BOX | 1970 | 34.71964444 | -95.76315278 | 32.001 | 263.999 | — | 3 | 0 | 4 | 262.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 96.6 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 02 - Principal Arterial Other (Rural) | Z | 3800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17587 BRKEY
17763 NBI No.
17763 On Under
1 Structure No.
6135T0960 X Control No.
035 Lane Ind.
Milepoint
09600 Facility Carried
IND. NATION TP Feature Intersected
CREEK Division
02 County
121 Location
51.3 MI'S S. JCT I-40 Sufficiency
96.6 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
72.001 Bridge System
Z Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1970 ADT Total
3800 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
262.001 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
4 Fill RCB
20 Appr. Roadway Width
72.001 Span Type Main
M Material
1 - Concrete Design
19 Length
32.001 Deck Width
263.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
6 Structure Rating
6 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
0 HS Operating Rating
60.1 HS Inv. Rating Method
0 HS Inv. Method
36 H Operating Rating
0 H Inv. Rating Method
0 Future ADT
6080 Future ADT Year
2042 Bypass Detour
1.242742 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
17763 ODOT County
61 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
3-10ft. X 12ft. X 262ft. RC BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6135T0960 X H Index
97.03 Latitude
34:43:10.72 Longitude
-95:45:47.35 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
IND. NATION TP Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
51.39 NBI Text
17763 Vault Link
http://plansrv1/bridgemaintvault/b17763 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
34.71964444 Longitude DD
-95.76315278 ODOT County Number
61 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
17587 x
-10660305.4042281 y
4125846.91106313 |
|||||||||||||||||||||||||||||||||||||
| 17762 | 4623T0440 X | 17762 | McIntosh | IND. NATION TP | CREEK | 4623T0440 X | 3-10ft.X12ft.X 110ft. RC BOX, SK 60 RF | 1970 | 35.205175 | -95.9232 | 32.001 | 112.001 | — | 3 | 30 | 4 | 110 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 97.3 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 02 - Principal Arterial Other (Rural) | Z | 7800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17586 BRKEY
17762 NBI No.
17762 On Under
1 Structure No.
4623T0440 X Control No.
023 Lane Ind.
Milepoint
04400 Facility Carried
IND. NATION TP Feature Intersected
CREEK Division
01 County
091 Location
16.15 MI'S S. JCT I-40 Sufficiency
97.3 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
72.001 Bridge System
Z Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1970 ADT Total
7800 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
110 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
72.001 Span Type Main
M Material
1 - Concrete Design
19 Length
32.001 Deck Width
112.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 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
12480 Future ADT Year
2042 Bypass Detour
1.242742 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
80 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
17762 ODOT County
46 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
3-10ft.X12ft.X 110ft. RC BOX, SK 60 RF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4623T0440 X H Index
99.34 Latitude
35:12:18.63 Longitude
-95:55:23.52 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
IND. NATION TP Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
16.15 NBI Text
17762 Vault Link
http://plansrv1/bridgemaintvault/b17762 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
35.205175 Longitude DD
-95.9232 ODOT County Number
46 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
17586 x
-10678121.7792613 y
4191798.68197914 |
|||||||||||||||||||||||||||||||||||||
| 17761 | 5629 0100 X | 17761 | Okmulgee | S.H. 56 LOOP | OKMULGEE CREEK TRIB. | 5629 0100 X | (2) 10ft. X 10ft. X 90ft. LONG RCB SK 45° | 1970 | 35.64532778 | -95.94431667 | 29.7 | 0 | — | 2 | 45 | 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 | 16 - Minor Arterial (Urban) | B | 3300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17585 BRKEY
17761 NBI No.
17761 On Under
1 Structure No.
5629 0100 X Control No.
029 Lane Ind.
Milepoint
01000 Facility Carried
S.H. 56 LOOP Feature Intersected
OKMULGEE CREEK TRIB. Division
01 County
111 Location
1.0 E JCT US-75 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
87.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
16 - Minor Arterial (Urban) Year Built
1970 ADT Total
3300 ADT Year
2022 Design Load
HS 20 Skew
45 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
3 Appr. Roadway Width
43.999 Span Type Main
M Material
1 - Concrete Design
19 Length
29.7 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
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
79.35 HS Inv. Rating Method
1 HS Inv. Method
47.51 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5280 Future ADT Year
2042 Bypass Detour
3.106856 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
17761 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
(2) 10ft. X 10ft. X 90ft. LONG RCB SK 45° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5629 0100 X H Index
98.7057 Latitude
35:38:43.18 Longitude
-95:56:39.54 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 56 LOOP Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
29-0100 NBI Text
17761 Vault Link
http://plansrv1/bridgemaintvault/b17761 GIS FO/SD
Meets Standards H Inv. Method
26.4 Latitude DD
35.64532778 Longitude DD
-95.94431667 ODOT County Number
56 Maint. Dist.
1 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
17585 x
-10680472.476213 y
4251928.12653852 |
|||||||||||||||||||||||||||||||||||||
| 17760 | 3842 0054 X | 17760 | Kiowa | S.H. 19 | CREEK | 3842 0054 X | 3-10ft. X 7ft. X 84ft. RDY. R.C.B. | 1970 | 34.89900556 | -98.85727778 | 33.136 | 86.001 | — | 3 | 0 | 2 | 84.003 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 98.5 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 160 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17584 BRKEY
17760 NBI No.
17760 On Under
1 Structure No.
3842 0054 X Control No.
042 Lane Ind.
Milepoint
00540 Facility Carried
S.H. 19 Feature Intersected
CREEK Division
05 County
075 Location
0.6 MI E S.H. 54 Sufficiency
98.5 Kind Hwy
3 Level Service
1 Route No.
00019 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
36.001 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
1970 ADT Total
160 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
84.003 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
6 Appr. Roadway Width
30 Span Type Main
M Material
1 - Concrete Design
19 Length
33.136 Deck Width
86.001 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
85.73 HS Inv. Rating Method
1 HS Inv. Method
51.43 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
256 Future ADT Year
2042 Bypass Detour
34.175415 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
17760 ODOT County
38 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft. X 7ft. X 84ft. RDY. R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3842 0054 X H Index
67 Latitude
34:53:56.42 Longitude
-98:51:26.2 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 19 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
17760 Vault Link
http://plansrv1/bridgemaintvault/b17760 GIS FO/SD
Meets Standards H Inv. Method
28.55 Latitude DD
34.89900556 Longitude DD
-98.85727778 ODOT County Number
38 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
17584 x
-11004741.8236788 y
4150164.85887305 |
|||||||||||||||||||||||||||||||||||||
| 17948 | 4058 0163 X | 17948 | Le Flore | S.H. 112 | POTEAU RIVER | 4058 0163 X | 2-60,80-100-80C-PLAT | 1970 | 35.10958889 | -94.6075 | 381.89 | 33 | — | 3 | 0 | 2 | 28 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 54.4 | 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 | 8900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17576 BRKEY
17948 NBI No.
17948 On Under
1 Structure No.
4058 0163 X Control No.
058 Lane Ind.
Milepoint
01630 Facility Carried
S.H. 112 Feature Intersected
POTEAU RIVER Division
02 County
079 Location
1.7 MI NE JCT US59 Sufficiency
54.4 Kind Hwy
3 Level Service
1 Route No.
00112 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
28 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1970 ADT Total
8900 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
28 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
44 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
381.89 Deck Width
33 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
5 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
56 HS Inv. Rating Method
1 HS Inv. Method
34 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
14240 Future ADT Year
2042 Bypass Detour
22.990734 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
17948 ODOT County
40 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
1.5 Rt. Curb SW
1.5 Description
2-60,80-100-80C-PLAT Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4058 0163 X H Index
65.3997 Latitude
35:06:34.52 Longitude
-94:36:27 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 112 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
189 NBI Text
17948 Vault Link
http://plansrv1/bridgemaintvault/b17948 GIS FO/SD
Meets Standards H Inv. Method
24 Latitude DD
35.10958889 Longitude DD
-94.6075 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
17576 x
-10531658.7252246 y
4178783.827208 |
|||||||||||||||||||||||||||||||||||||
| 17947 | 1222 0000EX | 17947 | Choctaw | U.S. 70 NB | U.S. 70/ K R.R. UNDER | 1223 0000EX | 60ft. - (2) 45ft. - (3) 57ft. - 58ft. PC BEAM SK 37° | 1970 | 34.025 | -95.5475 | 381.89 | 46.001 | — | 7 | 38 | 3 | 42.001 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 81.5 | Good (7) | Satisfactory (6) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 6200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17575 BRKEY
17947 NBI No.
17947 On Under
1 Structure No.
1222 0000EX Control No.
Lane Ind.
Milepoint
Facility Carried
U.S. 70 NB Feature Intersected
U.S. 70/ K R.R. UNDER Division
02 County
023 Location
4.8 MI E US271 Sufficiency
81.5 Kind Hwy
2 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
4 Vertical Clearance
Y Horizontal Clearance
42.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1970 ADT Total
6200 ADT Year
2022 Design Load
HS 20 Skew
38 No. Main Spans
7 Road Width
42.001 Ref. Underclearance Rt.
H Underclearance Right
11.001 Underclearance Left
6.001 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
381.89 Deck Width
46.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 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
60.7 HS Inv. Rating Method
1 HS Inv. Method
34.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
9920 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
2508 Min Measured Clearance
2411 NBI Rating
17947 ODOT County
12 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
2.001 Rt. Curb SW
2.001 Description
60ft. - (2) 45ft. - (3) 57ft. - 58ft. PC BEAM SK 37° Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1223 0000EX H Index
93.2062 Latitude
34:01:30 Longitude
-95:32:51 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
2 Roadway Name
U.S. 70 NB Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
104.28 E NBI Text
17947 Vault Link
http://plansrv1/bridgemaintvault/b17947 GIS FO/SD
Meets Standards H Inv. Method
27.4 Latitude DD
34.025 Longitude DD
-95.5475 ODOT County Number
12 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
17575 x
-10636299.0465703 y
4032159.40951604 |
|||||||||||||||||||||||||||||||||||||
| 17946 | 1222 0000WX | 17946 | Choctaw | U.S. 70 SB | U.S. 70/ K R.R. UNDER | 1223 0000WX | 60ft. - (2) 45ft. - (3) 57ft. - 58ft. PC BEAM SK 37° | 1970 | 34.025 | -95.54777778 | 381.89 | 46.001 | — | 7 | 38 | 3 | 42.001 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 81.5 | Satisfactory (6) | Good (7) | Satisfactory (6) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 6200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17574 BRKEY
17946 NBI No.
17946 On Under
1 Structure No.
1222 0000WX Control No.
Lane Ind.
Milepoint
Facility Carried
U.S. 70 SB Feature Intersected
U.S. 70/ K R.R. UNDER Division
02 County
023 Location
4.8 MI E US271 Sufficiency
81.5 Kind Hwy
2 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
4 Vertical Clearance
Y Horizontal Clearance
42.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1970 ADT Total
6200 ADT Year
2022 Design Load
HS 20 Skew
38 No. Main Spans
7 Road Width
42.001 Ref. Underclearance Rt.
H Underclearance Right
11.001 Underclearance Left
6.001 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
381.89 Deck Width
46.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
6 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
4 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60.7 HS Inv. Rating Method
1 HS Inv. Method
34.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
9920 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
2301 Max Measured Clearance
2400 Min Measured Clearance
2301 NBI Rating
17946 ODOT County
12 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
2.001 Rt. Curb SW
2.001 Description
60ft. - (2) 45ft. - (3) 57ft. - 58ft. PC BEAM SK 37° Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1223 0000WX H Index
98.8402 Latitude
34:01:30 Longitude
-95:32:52 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
2 Roadway Name
U.S. 70 SB Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
104.28 W NBI Text
17946 Vault Link
http://plansrv1/bridgemaintvault/b17946 GIS FO/SD
Meets Standards H Inv. Method
27.4 Latitude DD
34.025 Longitude DD
-95.54777778 ODOT County Number
12 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
17574 x
-10636329.9688985 y
4032159.40951604 |
|||||||||||||||||||||||||||||||||||||
| 17943 | 3622 0063 X | 17943 | Kay | S.H. 11 | ABANDONED R.R. UNDER | 3622 0063 X | 76ft.-82ft.-82ft.-76ft. CONT | 1970 | 36.81157778 | -97.27153333 | 317.913 | 48 | — | 4 | 0 | 2 | 44 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 85.4 | Fair (5) | Fair (5) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 3600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17571 BRKEY
17943 NBI No.
17943 On Under
1 Structure No.
3622 0063 X Control No.
022 Lane Ind.
Milepoint
00630 Facility Carried
S.H. 11 Feature Intersected
ABANDONED R.R. UNDER Division
04 County
071 Location
0.7 MI E JCT US 177 Sufficiency
85.4 Kind Hwy
3 Level Service
1 Route No.
00011 Service Type On
1 Service Type Off
0 Vertical Clearance
_ Horizontal Clearance
44 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
1970 ADT Total
3600 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
4 Road Width
44 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
44 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
317.913 Deck Width
48 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
5 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
53.4 HS Inv. Rating Method
1 HS Inv. Method
32 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5760 Future ADT Year
2042 Bypass Detour
1.864114 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
17943 ODOT County
36 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
1.5 Rt. Curb SW
1.5 Description
76ft.-82ft.-82ft.-76ft. CONT Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3622 0063 X H Index
65.6945 Latitude
36:48:41.68 Longitude
-97:16:17.52 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
S.H. 11 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
020 NBI Text
17943 Vault Link
http://plansrv1/bridgemaintvault/b17943 GIS FO/SD
Meets Standards H Inv. Method
21.6 Latitude DD
36.81157778 Longitude DD
-97.27153333 ODOT County Number
36 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
17571 x
-10828217.5589765 y
4412875.60117099 |
|||||||||||||||||||||||||||||||||||||
| 17853 | 1603 1261NX | 17853 | Comanche | U.S. 62 | CARTER CREEK | 1603 1261NX | 3-25ft. CONC. SLAB SPANS | 1970 | 34.633978 | -98.606436 | 75.131 | 45.932 | — | 3 | 0 | 2 | 42.999 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98 | Satisfactory (6) | Very good (8) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 4150 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
17569 BRKEY
17853 NBI No.
17853 On Under
1 Structure No.
1603 1261NX Control No.
003 Lane Ind.
N Milepoint
12610 Facility Carried
U.S. 62 Feature Intersected
CARTER CREEK Division
07 County
031 Location
1.4 MI E OF SH 115 Sufficiency
98 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
42.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1970 ADT Total
4150 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
42.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40.03 Span Type Main
M Material
1 - Concrete Design
01 Length
75.131 Deck Width
45.932 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
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
66 HS Inv. Rating Method
1 HS Inv. Method
40 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6640 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
17853 ODOT County
16 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
5 Lft. Curb SW
0.984 Rt. Curb SW
0.984 Description
3-25ft. CONC. SLAB SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1603 1261NX H Index
95.5375 Latitude
34:38:02.32 Longitude
-98:36:23.17 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 62 Scour
8 Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
014 NBI Text
17853 Vault Link
http://plansrv1/bridgemaintvault/b17853 GIS FO/SD
Meets Standards H Inv. Method
22 Latitude DD
34.633978 Longitude DD
-98.606436 ODOT County Number
16 Maint. Dist.
7 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
17569 x
-10976818.2444595 y
4114250.79798781 |