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 | |||||||||||||||||||||||||||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 24948 | 7004 0610NX | 24948 | Texas | U.S. 54 W.B. | BEAVER RIVER | 7004 0610NX | 20-51ft. PC BEAM SPANS | 1997 | 36.731353 | -101.399078 | 1021 | 40 | — | 20 | 0 | 2 | 38 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95 | 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 | 3750 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25418 BRKEY
24948 NBI No.
24948 On Under
1 Structure No.
7004 0610NX Control No.
004 Lane Ind.
N Milepoint
06100 Facility Carried
U.S. 54 W.B. Feature Intersected
BEAVER RIVER Division
06 County
139 Location
5.9 MI NE JCT SH 3 Sufficiency
95 Kind Hwy
2 Level Service
1 Route No.
00054 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
38 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
1997 ADT Total
3750 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
20 Road Width
38 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
5 - Prestressed Concrete Design
02 Length
1021 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
6 Super Rating
7 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
59.5 HS Inv. Rating Method
1 HS Inv. Method
35.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6000 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
24948 ODOT County
70 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
20-51ft. PC BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7004 0610NX H Index
94.8983 Latitude
36:43:52.87 Longitude
-101:23:56.68 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 54 WB 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
24948 Vault Link
http://plansrv1/bridgemaintvault/b24948 GIS FO/SD
Meets Standards H Inv. Method
27.8 Latitude DD
36.731353 Longitude DD
-101.399078 ODOT County Number
70 Maint. Dist.
6 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
25418 x
-11287693.7298674 y
4401726.72076383 |
|||||||||||||||||||||||||||||||||||||
| 24857 | 5552 0368NX | 24857 | Oklahoma | S.H. 152 WB | SW 44TH ST. UNDER | 5550F0368NX | 50ft.-80ft.-50ft.PC BM SPANS X37ft.-4ft. CLR.RDY SK. 58DEG.RF W/ F-SHAPED RAIL | 2005 | 35.420503 | -97.631597 | 181.102 | 39.501 | — | 3 | 32 | 2 | 37.3 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98.8 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | B | 10600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25417 BRKEY
24857 NBI No.
24857 On Under
1 Structure No.
5552 0368NX Control No.
052 Lane Ind.
N Milepoint
03680 Facility Carried
S.H. 152 WB Feature Intersected
SW 44TH ST. UNDER Division
04 County
109 Location
3.68 MI.NE CANADIDAN CO Sufficiency
98.8 Kind Hwy
3 Level Service
1 Route No.
00152 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.3 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
2005 ADT Total
10600 ADT Year
2022 Design Load
HS 20 Skew
32 No. Main Spans
3 Road Width
37.3 Ref. Underclearance Rt.
H Underclearance Right
8.799 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
181.102 Deck Width
39.501 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
5 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
16960 Future ADT Year
2042 Bypass Detour
0.099997 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1610 Max Measured Clearance
1804 Min Measured Clearance
1709 NBI Rating
24857 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
50ft.-80ft.-50ft.PC BM SPANS X37ft.-4ft. CLR.RDY SK. 58DEG.RF W/ F-SHAPED RAIL Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5550F0368NX H Index
98.804 Latitude
35:25:13.81 Longitude
-97:37:53.75 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 152 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
24857 Vault Link
http://plansrv1/bridgemaintvault/b24857 GIS FO/SD
Meets Standards H Inv. Method
28 Latitude DD
35.420503 Longitude DD
-97.631597 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
25417 x
-10868299.6633741 y
4221173.67484612 |
|||||||||||||||||||||||||||||||||||||
| 24856 | 5552R0263SX | 24856 | Oklahoma | S.H. 152 EB | R.R. SPUR UNDER | 5550F0263SX | 144ft.BULB TEE SPAN X 35.5ft. CLR.RDY W/ F-SHAPED RAIL | 2005 | 35.412894 | -97.645483 | 144.029 | 37.697 | — | 1 | 0 | 2 | 35.499 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98.9 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | B | 10500 | 2018 | 5 | Unmatched |
|
Raw data
OBJECTID
25416 BRKEY
24856 NBI No.
24856 On Under
1 Structure No.
5552R0263SX Control No.
052 Lane Ind.
S Milepoint
02630 Facility Carried
S.H. 152 EB Feature Intersected
R.R. SPUR UNDER Division
04 County
109 Location
2.63 MI.NE CANADIDAN CO Sufficiency
98.9 Kind Hwy
3 Level Service
1 Route No.
00152 Service Type On
1 Service Type Off
2 Vertical Clearance
N Horizontal Clearance
35.499 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
2005 ADT Total
10500 ADT Year
2018 Design Load
HS 20 Skew
0 No. Main Spans
1 Road Width
35.499 Ref. Underclearance Rt.
R Underclearance Right
14.4 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
144.029 Deck Width
37.697 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
5 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
99.98 HS Inv. Rating Method
1 HS Inv. Method
40.786 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
16800 Future ADT Year
2038 Bypass Detour
0.099997 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
2306 Max Measured Clearance
2309 Min Measured Clearance
2309 NBI Rating
24856 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
144ft.BULB TEE SPAN X 35.5ft. CLR.RDY W/ F-SHAPED RAIL Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5550F0263SX H Index
98.6178 Latitude
35:24:46.42 Longitude
-97:38:43.74 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
S.H. 152 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
24856 Vault Link
http://plansrv1/bridgemaintvault/b24856 GIS FO/SD
Meets Standards H Inv. Method
22.928 Latitude DD
35.412894 Longitude DD
-97.645483 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
25416 x
-10869845.4458232 y
4220134.32185275 |
|||||||||||||||||||||||||||||||||||||
| 24855 | 5552 0263 X | 24855 | Oklahoma | S.H.152 | R.R. SPUR UNDER | 5550F0263NX | 144ft.TYPE J SPAN X 58.5ft.CLR.RDY EACH DIRECTION W/ F-SHAPED RAIL | 2005 | 35.413203 | -97.645481 | 144.029 | 122.42 | — | 1 | 0 | 6 | 116.42 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99.8 | Satisfactory (6) | Good (7) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | B | 21200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25415 BRKEY
24855 NBI No.
24855 On Under
1 Structure No.
5552 0263 X Control No.
052 Lane Ind.
Milepoint
02630 Facility Carried
S.H.152 Feature Intersected
R.R. SPUR UNDER Division
04 County
109 Location
2.63 MI.NE CANADIDAN CO Sufficiency
99.8 Kind Hwy
3 Level Service
1 Route No.
00152 Service Type On
1 Service Type Off
2 Vertical Clearance
N Horizontal Clearance
58.499 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
2005 ADT Total
21200 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
1 Road Width
116.42 Ref. Underclearance Rt.
R Underclearance Right
14.849 Underclearance Left
0 Deck Structure Type
1 No. Lanes
6 Fill RCB
Appr. Roadway Width
116.42 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
144.029 Deck Width
122.42 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
N Culv. Rating
N Structure Rating
6 Deck Geometry
9 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
99.98 HS Inv. Rating Method
1 HS Inv. Method
40.786 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
33920 Future ADT Year
2042 Bypass Detour
0.099997 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
2306 Max Measured Clearance
2403 Min Measured Clearance
2403 NBI Rating
24855 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
144ft.TYPE J SPAN X 58.5ft.CLR.RDY EACH DIRECTION W/ F-SHAPED RAIL Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5550F0263NX H Index
97.1964 Latitude
35:24:47.53 Longitude
-97:38:43.73 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
S.H. 152 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
24855 Vault Link
http://plansrv1/bridgemaintvault/b24855 GIS FO/SD
Meets Standards H Inv. Method
22.928 Latitude DD
35.413203 Longitude DD
-97.645481 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
25415 x
-10869845.2231843 y
4220176.52786236 |
|||||||||||||||||||||||||||||||||||||
| 24854 | 5552R0214SX | 24854 | Oklahoma | S.H. 152 EB | COUNCIL RD. UNDER | 5550F0214SX | 144ft. BULB TEE SPAN X 35.5ft.CLR.RDY W/ F-SHAPED RAIL | 2005 | 35.412872 | -97.654172 | 144.029 | 51.401 | — | 1 | 0 | 3 | 49.199 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.9 | Very good (8) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | B | 8750 | 2018 | 5 | Unmatched |
|
Raw data
OBJECTID
25414 BRKEY
24854 NBI No.
24854 On Under
1 Structure No.
5552R0214SX Control No.
052 Lane Ind.
S Milepoint
02140 Facility Carried
S.H. 152 EB Feature Intersected
COUNCIL RD. UNDER Division
04 County
109 Location
2.14 MI.NE CANADIDAN CO Sufficiency
97.9 Kind Hwy
3 Level Service
1 Route No.
00152 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
49.199 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
2005 ADT Total
8750 ADT Year
2018 Design Load
HS 20 Skew
0 No. Main Spans
1 Road Width
49.199 Ref. Underclearance Rt.
H Underclearance Right
5.997 Underclearance Left
0 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
47.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
144.029 Deck Width
51.401 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
8 Chan. Rating
N Culv. Rating
N Structure Rating
8 Deck Geometry
6 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
99.98 HS Inv. Rating Method
1 HS Inv. Method
42.88 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
14000 Future ADT Year
2038 Bypass Detour
0.099997 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1706 Max Measured Clearance
1802 Min Measured Clearance
1709 NBI Rating
24854 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
144ft. BULB TEE SPAN X 35.5ft.CLR.RDY W/ F-SHAPED RAIL Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5550F0214SX H Index
98.8097 Latitude
35:24:46.34 Longitude
-97:39:15.02 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
2 Roadway Name
S.H. 152 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
24854 Vault Link
http://plansrv1/bridgemaintvault/b24854 GIS FO/SD
Meets Standards H Inv. Method
24.03 Latitude DD
35.412872 Longitude DD
-97.654172 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
25414 x
-10870812.7008787 y
4220131.31690031 |
|||||||||||||||||||||||||||||||||||||
| 24853 | 5552 0214NX | 24853 | Oklahoma | S.H. 152 | COUNCIL RD. UNDER | 5550F0214NX | 144ft. BULB TEE SPAN W/ 66.5ft.CLR.RDY EACH DIRECTION & F-SHAPED TRAFFIC RAIL | 2005 | 35.41324722 | -97.65417222 | 144.029 | 139.47 | — | 1 | 0 | 7 | 133 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98.8 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | B | 20600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25413 BRKEY
24853 NBI No.
24853 On Under
1 Structure No.
5552 0214NX Control No.
052 Lane Ind.
N Milepoint
02140 Facility Carried
S.H. 152 Feature Intersected
COUNCIL RD. UNDER Division
04 County
109 Location
2.14 MI.NE CANADIDAN CO Sufficiency
98.8 Kind Hwy
3 Level Service
1 Route No.
00152 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
66.499 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
2005 ADT Total
20600 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
1 Road Width
133 Ref. Underclearance Rt.
H Underclearance Right
8.5 Underclearance Left
0 Deck Structure Type
1 No. Lanes
7 Fill RCB
Appr. Roadway Width
133 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
144.029 Deck Width
139.47 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
9 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
100 HS Inv. Rating Method
1 HS Inv. Method
42.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
32960 Future ADT Year
2042 Bypass Detour
0.099997 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1706 Max Measured Clearance
1808 Min Measured Clearance
1805 NBI Rating
24853 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
144ft. BULB TEE SPAN W/ 66.5ft.CLR.RDY EACH DIRECTION & F-SHAPED TRAFFIC RAIL Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5550F0214NX H Index
98.5506 Latitude
35:24:47.69 Longitude
-97:39:15.02 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
2 Roadway Name
S.H. 152 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
24853 Vault Link
http://plansrv1/bridgemaintvault/b24853 GIS FO/SD
Meets Standards H Inv. Method
24 Latitude DD
35.41324722 Longitude DD
-97.65417222 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
25413 x
-10870812.725369 y
4220182.56784241 |
|||||||||||||||||||||||||||||||||||||
| 25047 | 6323 0939WX | 25047 | Pottawatomie | U.S. 270 | OLD S.H. 18(G.COOPER UND | 6323 0939WX | 57.5ft.-58.5ft.-58.5ft.-57 | 1997 | 35.27213333 | -96.93096944 | 232.94 | 41.01 | — | 4 | 41 | 2 | 38.058 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 89.8 | Satisfactory (6) | Good (7) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | C | 6000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25405 BRKEY
25047 NBI No.
25047 On Under
1 Structure No.
6323 0939WX Control No.
023 Lane Ind.
W Milepoint
09390 Facility Carried
U.S. 270 Feature Intersected
OLD S.H. 18(G.COOPER UND Division
03 County
125 Location
7.1 MI S JCT SH 3 Sufficiency
89.8 Kind Hwy
2 Level Service
1 Route No.
00270 Service Type On
1 Service Type Off
1 Vertical Clearance
N Horizontal Clearance
38.058 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
1997 ADT Total
6000 ADT Year
2022 Design Load
HS 20 Skew
41 No. Main Spans
4 Road Width
38.058 Ref. Underclearance Rt.
H Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
53.999 Span Type Main
M Material
3 - Steel Design
02 Length
232.94 Deck Width
41.01 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
7 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
55.5 HS Inv. Rating Method
1 HS Inv. Method
33.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
9600 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
25047 ODOT County
63 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
57.5ft.-58.5ft.-58.5ft.-57 Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6323 0939WX H Index
98.6105 Latitude
35:16:19.68 Longitude
-96:55:51.49 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
U.S. 270 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
25047 Vault Link
http://plansrv1/bridgemaintvault/b25047 GIS FO/SD
FO H Inv. Method
26.6 Latitude DD
35.27213333 Longitude DD
-96.93096944 ODOT County Number
63 Maint. Dist.
3 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
25405 x
-10790306.1601592 y
4200924.74855111 |
|||||||||||||||||||||||||||||||||||||
| 25046 | 6323 0939EX | 25046 | Pottawatomie | U.S. 270 | OLD S.H. 18(G.COOPER UND | 6323 0939EX | 57.5ft.-58.5ft.-58.5ft.-57 | 1997 | 35.27251944 | -96.93086944 | 234.908 | 41.01 | — | 4 | 41 | 2 | 38.058 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 89.8 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | C | 6100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25404 BRKEY
25046 NBI No.
25046 On Under
1 Structure No.
6323 0939EX Control No.
023 Lane Ind.
E Milepoint
09390 Facility Carried
U.S. 270 Feature Intersected
OLD S.H. 18(G.COOPER UND Division
03 County
125 Location
7.1 MI S JCT SH 3 Sufficiency
89.8 Kind Hwy
2 Level Service
1 Route No.
00270 Service Type On
1 Service Type Off
1 Vertical Clearance
N Horizontal Clearance
38.058 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
1997 ADT Total
6100 ADT Year
2022 Design Load
HS 20 Skew
41 No. Main Spans
4 Road Width
38.058 Ref. Underclearance Rt.
H Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
53.999 Span Type Main
M Material
3 - Steel Design
02 Length
234.908 Deck Width
41.01 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
55.5 HS Inv. Rating Method
1 HS Inv. Method
33.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
9760 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
25046 ODOT County
63 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
57.5ft.-58.5ft.-58.5ft.-57 Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6323 0939EX H Index
89.2276 Latitude
35:16:21.07 Longitude
-96:55:51.13 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
U.S. 270 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
25046 Vault Link
http://plansrv1/bridgemaintvault/b25046 GIS FO/SD
FO H Inv. Method
26.6 Latitude DD
35.27251944 Longitude DD
-96.93086944 ODOT County Number
63 Maint. Dist.
3 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
25404 x
-10790295.0282101 y
4200977.39516402 |
|||||||||||||||||||||||||||||||||||||
| 24756 | 1320R2070 X | 24756 | Cimarron | S.H. 325 | CREEK | 1320F2070 X | THIS BRIDGE NEEDS NE | 1901 | 36.75833333 | -102.805 | 20.997 | 27.999 | — | 3 | 0 | 2 | 26.001 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | _ | 76 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 130 | 1999 | 4 | Unmatched |
|
Raw data
OBJECTID
25386 BRKEY
24756 NBI No.
24756 On Under
1 Structure No.
1320R2070 X Control No.
020 Lane Ind.
Milepoint
20700 Facility Carried
S.H. 325 Feature Intersected
CREEK Division
06 County
025 Location
20.6 MI E OKLA. S/L Sufficiency
76 Kind Hwy
3 Level Service
1 Route No.
00325 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
22.001 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
1901 ADT Total
130 ADT Year
1999 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
26.001 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
26.001 Span Type Main
M Material
1 - Concrete Design
01 Length
20.997 Deck Width
27.999 Bridge Open Closed
_ TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
9 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
N Structure Rating
5 Deck Geometry
5 Underclearance
N Bridge Posting
0 Waterway Adequacy
5 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
0 HS Inv. Rating Method
2 HS Inv. Method
0 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
75 Future ADT Year
2017 Bypass Detour
60.273005 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
24756 ODOT County
13 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
9 Lft. Curb SW
0 Rt. Curb SW
0 Description
THIS BRIDGE NEEDS NE Route Flag
P Status Flag
V On Off System
1 Frontage Ind.
Alt. Structure Name
1320F2070 X H Index
100 Latitude
36:45:30 Longitude
-102:48:18 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
S.H. 325 Scour
8 Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
24756 Vault Link
http://plansrv1/bridgemaintvault/b24756 GIS FO/SD
Meets Standards H Inv. Method
0 Latitude DD
36.75833333 Longitude DD
-102.805 ODOT County Number
13 Maint. Dist.
6 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
25386 x
-11444200.2510025 y
4405474.88991565 |
|||||||||||||||||||||||||||||||||||||
| 24755 | 1320R1515 X | 24755 | Cimarron | S.H. 325 | CREEK | 1320F1515 X | THIS BRIDGE NEEDS NE | 1901 | 36.835 | -102.805 | 20.997 | 32.001 | — | 2 | 0 | 2 | 30 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | _ | 76.8 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 130 | 1999 | 4 | Unmatched |
|
Raw data
OBJECTID
25385 BRKEY
24755 NBI No.
24755 On Under
1 Structure No.
1320R1515 X Control No.
020 Lane Ind.
Milepoint
15150 Facility Carried
S.H. 325 Feature Intersected
CREEK Division
06 County
025 Location
15.1 MI E OKLA. S/L Sufficiency
76.8 Kind Hwy
3 Level Service
1 Route No.
00325 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
22.001 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
1901 ADT Total
130 ADT Year
1999 Design Load
H 15 Skew
0 No. Main Spans
2 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
26.001 Span Type Main
M Material
1 - Concrete Design
01 Length
20.997 Deck Width
32.001 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
6 Culv. Rating
N Structure Rating
5 Deck Geometry
6 Underclearance
N Bridge Posting
0 Waterway Adequacy
6 Approach Alignment
7 HS Operating Rating Method
2 HS Operating Rating
0 HS Inv. Rating Method
2 HS Inv. Method
0 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
75 Future ADT Year
2017 Bypass Detour
60.273005 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
24755 ODOT County
13 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
THIS BRIDGE NEEDS NE Route Flag
P Status Flag
V On Off System
1 Frontage Ind.
Alt. Structure Name
1320F1515 X H Index
100 Latitude
36:50:06 Longitude
-102:48:18 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
S.H. 325 Scour
8 Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
24755 Vault Link
http://plansrv1/bridgemaintvault/b24755 GIS FO/SD
Meets Standards H Inv. Method
0 Latitude DD
36.835 Longitude DD
-102.805 ODOT County Number
13 Maint. Dist.
6 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
25385 x
-11444200.2510025 y
4416132.80205995 |
|||||||||||||||||||||||||||||||||||||
| 24933 | 1603 1022SX | 24933 | Comanche | U.S. 62 | WEST CACHE CREEK | 1603 1022SX | 3-100ft. PRESTRESSED CONC. BM. SPANS | 1997 | 34.63882222 | -98.64706667 | 302.165 | 42.031 | — | 3 | 0 | 2 | 40.03 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98 | Good (7) | Very good (8) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 2850 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25350 BRKEY
24933 NBI No.
24933 On Under
1 Structure No.
1603 1022SX Control No.
003 Lane Ind.
S Milepoint
10220 Facility Carried
U.S. 62 Feature Intersected
WEST CACHE CREEK Division
07 County
031 Location
10.22 MI. E. KIOWA CO Sufficiency
98 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40.03 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
1997 ADT Total
2850 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
40.03 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
5 - Prestressed Concrete Design
02 Length
302.165 Deck Width
42.031 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
8 Super Rating
8 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
98 HS Inv. Rating Method
1 HS Inv. Method
38 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4560 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
24933 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 Rt. Curb SW
0 Description
3-100ft. PRESTRESSED CONC. BM. SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1603 1022SX H Index
89.5245 Latitude
34:38:19.76 Longitude
-98:38:49.44 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 62 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
010A NBI Text
24933 Vault Link
http://plansrv1/bridgemaintvault/b24933 GIS FO/SD
Meets Standards H Inv. Method
26 Latitude DD
34.63882222 Longitude DD
-98.64706667 ODOT County Number
16 Maint. Dist.
7 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
25350 x
-10981341.2299545 y
4114906.20901618 |
|||||||||||||||||||||||||||||||||||||
| 24931 | 1603 0594SX | 24931 | Comanche | U.S. 62 | POST CR & CO RD UNDER | 1603 0594SX | 3-80ft. PRESTRESSED CONC. BM. SPANS | 1997 | 34.63092778 | -98.721475 | 243.11 | 42.031 | — | 3 | 30 | 2 | 40.03 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 92.7 | Good (7) | Satisfactory (6) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 2850 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25348 BRKEY
24931 NBI No.
24931 On Under
1 Structure No.
1603 0594SX Control No.
003 Lane Ind.
S Milepoint
05940 Facility Carried
U.S. 62 Feature Intersected
POST CR & CO RD UNDER Division
07 County
031 Location
5.94 MI. E. KIOWA CL Sufficiency
92.7 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
6 Vertical Clearance
N Horizontal Clearance
40.03 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
1997 ADT Total
2850 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
40.03 Ref. Underclearance Rt.
H Underclearance Right
2.001 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
243.11 Deck Width
42.031 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
6 Super Rating
8 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
2 Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
56 HS Inv. Rating Method
1 HS Inv. Method
33 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4560 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
1503 Min Measured Clearance
1400 NBI Rating
24931 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
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-80ft. PRESTRESSED CONC. BM. SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1603 0594SX H Index
90.7852 Latitude
34:37:51.34 Longitude
-98:43:17.31 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 62 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
007A NBI Text
24931 Vault Link
http://plansrv1/bridgemaintvault/b24931 GIS FO/SD
FO H Inv. Method
23 Latitude DD
34.63092778 Longitude DD
-98.721475 ODOT County Number
16 Maint. Dist.
7 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
25348 x
-10989624.3273609 y
4113838.1303765 |
|||||||||||||||||||||||||||||||||||||
| 24839 | 4926 0403 X | 24839 | Mayes | S.H. 82 | SPRING CREEK | 4926 0403 X | 80ft.-100ft.-100ft.-80ft. P. | 1995 | 36.14795 | -95.15830278 | 359.908 | 42.001 | — | 4 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 82.7 | 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) | B | 5200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25345 BRKEY
24839 NBI No.
24839 On Under
1 Structure No.
4926 0403 X Control No.
026 Lane Ind.
Milepoint
04030 Facility Carried
S.H. 82 Feature Intersected
SPRING CREEK Division
08 County
097 Location
4.3 MI NW CHEROKEE CO Sufficiency
82.7 Kind Hwy
3 Level Service
1 Route No.
00082 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1995 ADT Total
5200 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
4 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
359.908 Deck Width
42.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
4 Deck Rating
7 Super Rating
8 Sub Rating
6 Chan. Rating
8 Culv. Rating
N Structure Rating
6 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
83 HS Inv. Rating Method
1 HS Inv. Method
42 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8320 Future ADT Year
2042 Bypass Detour
47.845582 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
24839 ODOT County
49 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
80ft.-100ft.-100ft.-80ft. P. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4926 0403 X H Index
99.9935 Latitude
36:08:52.62 Longitude
-95:09:29.89 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 82 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
24839 Vault Link
http://plansrv1/bridgemaintvault/b24839 GIS FO/SD
Meets Standards H Inv. Method
28 Latitude DD
36.14795 Longitude DD
-95.15830278 ODOT County Number
49 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
25345 x
-10592973.8102217 y
4320998.20689499 |
|||||||||||||||||||||||||||||||||||||
| 24836 | 4926 0521 X | 24836 | Mayes | S.H. 82 | SNAKE CREEK | 4926 0521 X | (100ft.-90ft.-90ft.-100ft.) P. C. BEAM SPANS | 1995 | 36.16423889 | -95.15793056 | 379.921 | 40 | — | 4 | 0 | 2 | 37.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 77.7 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 5300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25342 BRKEY
24836 NBI No.
24836 On Under
1 Structure No.
4926 0521 X Control No.
026 Lane Ind.
Milepoint
05210 Facility Carried
S.H. 82 Feature Intersected
SNAKE CREEK Division
08 County
097 Location
5.2 MI NW CHEROKEE CO Sufficiency
77.7 Kind Hwy
3 Level Service
1 Route No.
00082 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
37.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1995 ADT Total
5300 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
4 Road Width
37.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
379.921 Deck Width
40 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
4 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
91 HS Inv. Rating Method
1 HS Inv. Method
42 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8480 Future ADT Year
2042 Bypass Detour
47.799882 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
24836 ODOT County
49 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
(100ft.-90ft.-90ft.-100ft.) P. C. BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4926 0521 X H Index
99.8162 Latitude
36:09:51.26 Longitude
-95:09:28.55 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 82 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
24836 Vault Link
http://plansrv1/bridgemaintvault/b24836 GIS FO/SD
Meets Standards H Inv. Method
28 Latitude DD
36.16423889 Longitude DD
-95.15793056 ODOT County Number
49 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
25342 x
-10592932.3748809 y
4323243.98660072 |
|||||||||||||||||||||||||||||||||||||
| 25026 | 7408 0751 X | 25026 | Washington | U.S. 75 | POST OAK CREEK | 7408 0751 X | 13ft.X17ft.X13ft. X11ft.X230 | 1997 | 36.83720278 | -95.93499167 | 47.999 | 0 | — | 3 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 78.9 | 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 | 10900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25330 BRKEY
25026 NBI No.
25026 On Under
1 Structure No.
7408 0751 X Control No.
008 Lane Ind.
Milepoint
07510 Facility Carried
U.S. 75 Feature Intersected
POST OAK CREEK Division
08 County
147 Location
7.5 MI N JCT US 60 E Sufficiency
78.9 Kind Hwy
2 Level Service
1 Route No.
00075 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
36.001 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
1997 ADT Total
10900 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
15 Appr. Roadway Width
36.001 Span Type Main
M Material
1 - Concrete Design
19 Length
47.999 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
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
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
17440 Future ADT Year
2042 Bypass Detour
3.106856 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
25026 ODOT County
74 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
13ft.X17ft.X13ft. X11ft.X230 Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7408 0751 X H Index
98.1319 Latitude
36:50:13.93 Longitude
-95:56:05.97 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 75 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
25026 Vault Link
http://plansrv1/bridgemaintvault/b25026 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
36.83720278 Longitude DD
-95.93499167 ODOT County Number
74 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
25330 x
-10679434.4219613 y
4416439.18200818 |
|||||||||||||||||||||||||||||||||||||
| 24929 | 2628 1478 X | 24929 | Grady | S.H. 37 | COAL CREEK | 2628 1478 X | 1-106ft. P.C.BEAM SPAN | 1997 | 35.29106389 | -97.70293333 | 106.001 | 72.1 | — | 1 | 0 | 5 | 70 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 83.7 | Good (7) | Good (7) | Good (7) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 12100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25328 BRKEY
24929 NBI No.
24929 On Under
1 Structure No.
2628 1478 X Control No.
028 Lane Ind.
Milepoint
14780 Facility Carried
S.H. 37 Feature Intersected
COAL CREEK Division
07 County
051 Location
6.4 MI E SH92 Sufficiency
83.7 Kind Hwy
3 Level Service
1 Route No.
00037 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
70 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
1997 ADT Total
12100 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
1 Road Width
70 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
5 Fill RCB
Appr. Roadway Width
63.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
106.001 Deck Width
72.1 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
8 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
98 HS Inv. Rating Method
1 HS Inv. Method
46 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
19360 Future ADT Year
2042 Bypass Detour
47.2 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
0000 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
24929 ODOT County
26 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
1-106ft. P.C.BEAM SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2628 1478 X H Index
100 Latitude
35:17:27.83 Longitude
-97:42:10.56 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 37 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
77-26 NBI Text
24929 Vault Link
http://plansrv1/bridgemaintvault/b24929 GIS FO/SD
Meets Standards H Inv. Method
31 Latitude DD
35.29106389 Longitude DD
-97.70293333 ODOT County Number
26 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
25328 x
-10876240.7873048 y
4203506.25117803 |
|||||||||||||||||||||||||||||||||||||
| 24928 | 2628 1431 X | 24928 | Grady | S.H. 37 | COAL CREEK | 2628 1431 X | (12ft.-14ft.-12ft.)X 12ft.X 172ft. RCBOX | 1997 | 35.29119167 | -97.71138611 | 40 | 0 | — | 3 | 0 | 5 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 69.7 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 12100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25327 BRKEY
24928 NBI No.
24928 On Under
1 Structure No.
2628 1431 X Control No.
028 Lane Ind.
Milepoint
14310 Facility Carried
S.H. 37 Feature Intersected
COAL CREEK Division
07 County
051 Location
5.9 MI E SH92 Sufficiency
69.7 Kind Hwy
3 Level Service
1 Route No.
00037 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
63.999 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
1997 ADT Total
12100 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
5 Fill RCB
17 Appr. Roadway Width
63.999 Span Type Main
M Material
1 - Concrete Design
19 Length
40 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
8 Structure Rating
8 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
19360 Future ADT Year
2042 Bypass Detour
47.2 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
0000 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
24928 ODOT County
26 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
(12ft.-14ft.-12ft.)X 12ft.X 172ft. RCBOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2628 1431 X H Index
100 Latitude
35:17:28.29 Longitude
-97:42:40.99 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 37 Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
76-26 NBI Text
24928 Vault Link
http://plansrv1/bridgemaintvault/b24928 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
35.29119167 Longitude DD
-97.71138611 ODOT County Number
26 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
25327 x
-10877181.7464701 y
4203523.67819707 |
|||||||||||||||||||||||||||||||||||||
| 25022 | 5228R0215 X | 25022 | Noble | U.S. 177 | RED ROCK CREEK | 5228R0215 X | 3-100ft. PONY TRUSS SPANS SK 53 DEG. 18ft.05ft. | 1997 | 36.49333333 | -97.07333333 | 453.084 | 40 | — | 3 | 60 | 2 | 40 | 1 - Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 90.4 | Very good (8) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 3680 | 1999 | 4 | Unmatched |
|
Raw data
OBJECTID
25308 BRKEY
25022 NBI No.
25022 On Under
1 Structure No.
5228R0215 X Control No.
028 Lane Ind.
Milepoint
02150 Facility Carried
U.S. 177 Feature Intersected
RED ROCK CREEK Division
04 County
103 Location
2.3 MI N JCT SH15 W Sufficiency
90.4 Kind Hwy
2 Level Service
1 Route No.
00177 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
06 - Minor Arterial (Rural) Year Built
1997 ADT Total
3680 ADT Year
1999 Design Load
HS 20 Skew
60 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
42.001 Span Type Main
M Material
1 - Concrete Design
02 Length
453.084 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.
9 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
9 Culv. Rating
N Structure Rating
8 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
48.612 HS Inv. Rating Method
1 HS Inv. Method
48.612 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3300 Future ADT Year
2017 Bypass Detour
34.175415 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
25022 ODOT County
52 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
3-100ft. PONY TRUSS SPANS SK 53 DEG. 18ft.05ft. Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5228R0215 X H Index
100 Latitude
36:29:36 Longitude
-97:04:24 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
U.S. 177 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
25022 Vault Link
http://plansrv1/bridgemaintvault/b25022 GIS FO/SD
Meets Standards H Inv. Method
35.715 Latitude DD
36.49333333 Longitude DD
-97.07333333 ODOT County Number
52 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
25308 x
-10806154.0359013 y
4368717.33837697 |
|||||||||||||||||||||||||||||||||||||
| 25021 | 5228 0231 X | 25021 | Noble | U.S. 177 | RED ROCK CREEK O'FLOW | 5228 0231 X | 3-90ft. P.C. BEAM SPANS W/ TR-3 TRAFFIC RAILS | 1997 | 36.49654444 | -97.07370833 | 272.001 | 42.169 | — | 3 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 87 | Very good (8) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25307 BRKEY
25021 NBI No.
25021 On Under
1 Structure No.
5228 0231 X Control No.
028 Lane Ind.
Milepoint
02310 Facility Carried
U.S. 177 Feature Intersected
RED ROCK CREEK O'FLOW Division
04 County
103 Location
2.4 MI N JCT SH15 W Sufficiency
87 Kind Hwy
2 Level Service
1 Route No.
00177 Service Type On
1 Service Type Off
9 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
06 - Minor Arterial (Rural) Year Built
1997 ADT Total
5000 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
272.001 Deck Width
42.169 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
9 Culv. Rating
N Structure Rating
8 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
80 HS Inv. Rating Method
1 HS Inv. Method
48 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2042 Bypass Detour
34.175415 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
25021 ODOT County
52 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-90ft. P.C. BEAM SPANS W/ TR-3 TRAFFIC RAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5228 0231 X H Index
99.9842 Latitude
36:29:47.56 Longitude
-97:04:25.35 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 177 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
25021 Vault Link
http://plansrv1/bridgemaintvault/b25021 GIS FO/SD
Meets Standards H Inv. Method
32 Latitude DD
36.49654444 Longitude DD
-97.07370833 ODOT County Number
52 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
25307 x
-10806195.7807104 y
4369161.98939134 |
|||||||||||||||||||||||||||||||||||||
| 25020 | 5228 0215 X | 25020 | Noble | U.S. 177 | RED ROCK CREEK | 5228 0215 X | 5-90ft. P.C. BEAM SPANS SKEW 60 DEG LF W/ TR-3 TRAFFIC RAILS | 1997 | 36.49406667 | -97.07362222 | 453.379 | 42.169 | — | 3 | 30 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 87 | Very good (8) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25306 BRKEY
25020 NBI No.
25020 On Under
1 Structure No.
5228 0215 X Control No.
028 Lane Ind.
Milepoint
02150 Facility Carried
U.S. 177 Feature Intersected
RED ROCK CREEK Division
04 County
103 Location
2.3 MI N JCT SH15 W Sufficiency
87 Kind Hwy
2 Level Service
1 Route No.
00177 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
06 - Minor Arterial (Rural) Year Built
1997 ADT Total
5000 ADT Year
2022 Design Load
HS 20 Skew
30 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
5 - Prestressed Concrete Design
02 Length
453.379 Deck Width
42.169 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
6 Culv. Rating
N Structure Rating
8 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
80 HS Inv. Rating Method
1 HS Inv. Method
48 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2042 Bypass Detour
34.175415 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
25020 ODOT County
52 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
5-90ft. P.C. BEAM SPANS SKEW 60 DEG LF W/ TR-3 TRAFFIC RAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5228 0215 X H Index
99.8537 Latitude
36:29:38.64 Longitude
-97:04:25.04 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 177 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
25020 Vault Link
http://plansrv1/bridgemaintvault/b25020 GIS FO/SD
Meets Standards H Inv. Method
32 Latitude DD
36.49406667 Longitude DD
-97.07362222 ODOT County Number
52 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
25306 x
-10806186.194989 y
4368818.88430928 |
|||||||||||||||||||||||||||||||||||||
| 24916 | 0212 1168 X | 24916 | Alfalfa | S.H. 8 | DRIFTWOOD CREEK | 0212 1168 X | 3-90ft. PCBM SP.S | 1999 | 36.89898056 | -98.44343333 | 270.997 | 41.9 | — | 3 | 45 | 2 | 39.701 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94.4 | Good (7) | Very good (8) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25279 BRKEY
24916 NBI No.
24916 On Under
1 Structure No.
0212 1168 X Control No.
012 Lane Ind.
Milepoint
11680 Facility Carried
S.H. 8 Feature Intersected
DRIFTWOOD CREEK Division
06 County
003 Location
1.0 MI.W.BURLINGTON Sufficiency
94.4 Kind Hwy
3 Level Service
1 Route No.
00008 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
39.701 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
1999 ADT Total
1500 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
45 No. Main Spans
3 Road Width
39.701 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
31.007 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
270.997 Deck Width
41.9 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
8 Super Rating
8 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
86.5 HS Inv. Rating Method
1 HS Inv. Method
46.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2400 Future ADT Year
2042 Bypass Detour
31.689931 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
nr Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
24916 ODOT County
02 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
9 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-90ft. PCBM SP.S Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0212 1168 X H Index
98.1926 Latitude
36:53:56.33 Longitude
-98:26:36.36 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 8 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
24916 Vault Link
http://plansrv1/bridgemaintvault/b24916 GIS FO/SD
Meets Standards H Inv. Method
33.1 Latitude DD
36.89898056 Longitude DD
-98.44343333 ODOT County Number
2 Maint. Dist.
6 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
25279 x
-10958672.8702372 y
4425035.31844807 |
|||||||||||||||||||||||||||||||||||||
| 24914 | 7104 0000 X | 24914 | Tillman | U.S. 70 | RED RIVER | 7104 0000 X | 10(120ft.-75ft.-120 CONT.) & 9(75ft.-120ft.-75ft. CONT.) P/S CONC. GIRDER SPANS | 1995 | 34.199169 | -99.084567 | 5580 | 45 | — | 57 | 0 | 2 | 43 | 6 - Prestressed Concrete Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 93.7 | Satisfactory (6) | Good (7) | Good (7) | Satisfactory (6) | Not applicable (N) | 21 - Other State Agencies | 21 - Other State Agencies | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 1400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25277 BRKEY
24914 NBI No.
24914 On Under
1 Structure No.
7104 0000 X Control No.
004 Lane Ind.
Milepoint
00000 Facility Carried
U.S. 70 Feature Intersected
RED RIVER Division
05 County
141 Location
OKLA/TEX ST/LINE Sufficiency
93.7 Kind Hwy
2 Level Service
1 Route No.
00070 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
43 Bridge System
C Owner
21 - Other State Agencies Custodian
21 - Other State Agencies Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1995 ADT Total
1400 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
57 Road Width
43 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
44 Span Type Main
M Material
6 - Prestressed Concrete Continuous Design
02 Length
5580 Deck Width
45 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
9 Deck Rating
7 Super Rating
7 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
76 HS Inv. Rating Method
1 HS Inv. Method
40 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2240 Future ADT Year
2042 Bypass Detour
55.000002 School Bus Rte.
_ Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
24914 ODOT County
71 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
10(120ft.-75ft.-120 CONT.) & 9(75ft.-120ft.-75ft. CONT.) P/S CONC. GIRDER SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7104 0000 X H Index
1 Latitude
34:11:57.01 Longitude
-99:05:04.44 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
U.S. 70 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
24914 Vault Link
http://plansrv1/bridgemaintvault/b24914 GIS FO/SD
Meets Standards H Inv. Method
27 Latitude DD
34.199169 Longitude DD
-99.084567 ODOT County Number
71 Maint. Dist.
5 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
25277 x
-11030043.543912 y
4055577.01253828 |
|||||||||||||||||||||||||||||||||||||
| 24822 | 1406 0535 X | 24822 | Cleveland | TECUMSEH RD. | I-35 UNDER | 1406 0535 X | 98ft.-3ft. & 110ft.-3ft. P.C. BEAMSPANS | 1997 | 35.26186389 | -97.48587778 | 209.974 | 70.21 | — | 2 | 0 | 5 | 67.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.4 | Good (7) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 17 - Collector (Urban) | A | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25274 BRKEY
24822 NBI No.
24822 On Under
1 Structure No.
1406 0535 X Control No.
Lane Ind.
Milepoint
Facility Carried
TECUMSEH RD. Feature Intersected
I-35 UNDER Division
03 County
027 Location
5.3 MI N MC CLAIN C/L Sufficiency
97.4 Kind Hwy
5 Level Service
1 Route No.
09140 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
67.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
17 - Collector (Urban) Year Built
1997 ADT Total
5000 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
67.999 Ref. Underclearance Rt.
H Underclearance Right
12.139 Underclearance Left
12.999 Deck Structure Type
1 No. Lanes
5 Fill RCB
Appr. Roadway Width
63.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
209.974 Deck Width
70.21 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
5 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
97 HS Inv. Rating Method
1 HS Inv. Method
35 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2042 Bypass Detour
3.728227 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1704 Max Measured Clearance
1708 Min Measured Clearance
1707 NBI Rating
24822 ODOT County
14 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
98ft.-3ft. & 110ft.-3ft. P.C. BEAMSPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1406 0535 X H Index
89.95 Latitude
35:15:42.71 Longitude
-97:29:09.16 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
TECUMSEH 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
24822 Vault Link
http://plansrv1/bridgemaintvault/b24822 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
35.26186389 Longitude DD
-97.48587778 ODOT County Number
14 Maint. Dist.
3 HPMS Functional Class
6 Rural/Urban
Urban ARC_ID_NUM
25274 x
-10852078.2740049 y
4199524.58880559 |
|||||||||||||||||||||||||||||||||||||
| 25011 | 1132 0203SX | 25011 | Cherokee | U.S. 62 | ILLINOIS RIVER | 1132 0203SX | 90ft.,8-100ft.,65ft. P.C.B | 1999 | 35.92630556 | -94.92506389 | 957 | 40 | — | 9 | 0 | 2 | 38 | 5 - Prestressed Concrete | 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 | 06 - Minor Arterial (Rural) | C | 4250 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25261 BRKEY
25011 NBI No.
25011 On Under
1 Structure No.
1132 0203SX Control No.
032 Lane Ind.
S Milepoint
02030 Facility Carried
U.S. 62 Feature Intersected
ILLINOIS RIVER Division
01 County
021 Location
2.0 MI NE SH 51 Sufficiency
95 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
38 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1999 ADT Total
4250 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
9 Road Width
38 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
5 - Prestressed Concrete Design
02 Length
957 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
7 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
62 HS Inv. Rating Method
1 HS Inv. Method
37 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6800 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
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
25011 ODOT County
11 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
90ft.,8-100ft.,65ft. P.C.B Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1132 0203SX H Index
98.9725 Latitude
35:55:34.7 Longitude
-94:55:30.23 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 62 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
25011 Vault Link
http://plansrv1/bridgemaintvault/b25011 GIS FO/SD
Meets Standards H Inv. Method
27 Latitude DD
35.92630556 Longitude DD
-94.92506389 ODOT County Number
11 Maint. Dist.
1 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
25261 x
-10567009.7757538 y
4290485.86296692 |
|||||||||||||||||||||||||||||||||||||
| 25009 | 1132 0203NX | 25009 | Cherokee | U.S. 62 | ILLINOIS RIVER | 1132 0203NX | 90ft.,8-100ft.,65ft. P.C.B | 1999 | 35.92659722 | -94.92498056 | 957 | 40 | — | 9 | 0 | 2 | 38 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95 | 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) | C | 4350 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25259 BRKEY
25009 NBI No.
25009 On Under
1 Structure No.
1132 0203NX Control No.
032 Lane Ind.
N Milepoint
02030 Facility Carried
U.S. 62 Feature Intersected
ILLINOIS RIVER Division
01 County
021 Location
2.0 MI NE SH 51 Sufficiency
95 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
38 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1999 ADT Total
4350 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
9 Road Width
38 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
5 - Prestressed Concrete Design
02 Length
957 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
7 Sub Rating
6 Chan. Rating
7 Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
62 HS Inv. Rating Method
1 HS Inv. Method
37 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6960 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
25009 ODOT County
11 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
90ft.,8-100ft.,65ft. P.C.B Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1132 0203NX H Index
96.5787 Latitude
35:55:35.75 Longitude
-94:55:29.93 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 62 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
25009 Vault Link
http://plansrv1/bridgemaintvault/b25009 GIS FO/SD
Meets Standards H Inv. Method
27 Latitude DD
35.92659722 Longitude DD
-94.92498056 ODOT County Number
11 Maint. Dist.
1 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
25259 x
-10567000.4995006 y
4290525.95757245 |
|||||||||||||||||||||||||||||||||||||
| 24908 | 4420 0363 X | 24908 | McClain | S.H. 59 | WILDCAT CREEK | 4420 0363 X | 1-118.11ft. P.C.B. SPA | 1998 | 34.96214722 | -97.56444167 | 122.047 | 35.761 | — | 1 | 30 | 2 | 33.56 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 93.7 | Very good (8) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 880 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25253 BRKEY
24908 NBI No.
24908 On Under
1 Structure No.
4420 0363 X Control No.
020 Lane Ind.
Milepoint
03630 Facility Carried
S.H. 59 Feature Intersected
WILDCAT CREEK Division
03 County
087 Location
3.6 MI. S. JCT. SH39 Sufficiency
93.7 Kind Hwy
3 Level Service
1 Route No.
00059 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.95 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1998 ADT Total
880 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
1 Road Width
33.56 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
36.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
122.047 Deck Width
35.761 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
8 Chan. Rating
9 Culv. Rating
N Structure Rating
8 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
124 HS Inv. Rating Method
1 HS Inv. Method
47 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1408 Future ADT Year
2042 Bypass Detour
18.019764 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
24908 ODOT County
44 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
1-118.11ft. P.C.B. SPA Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4420 0363 X H Index
98.0622 Latitude
34:57:43.73 Longitude
-97:33:51.99 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 59 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
24908 Vault Link
http://plansrv1/bridgemaintvault/b24908 GIS FO/SD
Meets Standards H Inv. Method
29 Latitude DD
34.96214722 Longitude DD
-97.56444167 ODOT County Number
44 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
25253 x
-10860823.9662344 y
4158738.29152757 |
|||||||||||||||||||||||||||||||||||||
| 24810 | 7280 1120 X | 24810 | Tulsa | E. 61ST ST. | S.H. 51 UNDER | 7280 1120 X | 74ft.-(2-176ft.)-74ft. CON | 1995 | 36.07555556 | -95.80861111 | 500 | 67.979 | — | 4 | 59 | 4 | 47.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 79.5 | Good (7) | Good (7) | Very good (8) | 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
25226 BRKEY
24810 NBI No.
24810 On Under
1 Structure No.
7280 1120 X Control No.
Lane Ind.
Milepoint
Facility Carried
E. 61ST ST. Feature Intersected
S.H. 51 UNDER Division
08 County
143 Location
3.2 MI E US-169 Sufficiency
79.5 Kind Hwy
5 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
47.999 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
1995 ADT Total
5000 ADT Year
2022 Design Load
HS 20 Skew
59 No. Main Spans
4 Road Width
47.999 Ref. Underclearance Rt.
H Underclearance Right
25 Underclearance Left
7.999 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
47.999 Span Type Main
M Material
3 - Steel Design
02 Length
500 Deck Width
67.979 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
2 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
66 HS Inv. Rating Method
1 HS Inv. Method
39.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2042 Bypass Detour
3.106856 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1704 Max Measured Clearance
1702 Min Measured Clearance
1609 NBI Rating
24810 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
7.999 Rt. Curb SW
7.999 Description
74ft.-(2-176ft.)-74ft. CON Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7280 1120 X H Index
98.0527 Latitude
36:04:32 Longitude
-95:48:31 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
E. 61ST 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
24810 Vault Link
http://plansrv1/bridgemaintvault/b24810 GIS FO/SD
FO H Inv. Method
24.2 Latitude DD
36.07555556 Longitude DD
-95.80861111 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
6 Rural/Urban
Urban ARC_ID_NUM
25226 x
-10665365.802376 y
4311022.687074 |
|||||||||||||||||||||||||||||||||||||
| 24809 | 7280 1200 X | 24809 | Tulsa | S 161ST ST.( ELM ) | S.H. 51 UNDER | 7280 1200 X | 120ft.-135ft. PC BEAM | 1996 | 36.07083333 | -95.7975 | 255 | 89.993 | — | 2 | 24 | 4 | 72.001 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99.3 | Satisfactory (6) | Satisfactory (6) | Very good (8) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 17 - Collector (Urban) | B | 3200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25225 BRKEY
24809 NBI No.
24809 On Under
1 Structure No.
7280 1200 X Control No.
Lane Ind.
Milepoint
Facility Carried
S 161ST ST.( ELM ) Feature Intersected
S.H. 51 UNDER Division
08 County
143 Location
3.9 MI E US-169 Sufficiency
99.3 Kind Hwy
5 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
72.001 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
1996 ADT Total
3200 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
24 No. Main Spans
2 Road Width
72.001 Ref. Underclearance Rt.
H Underclearance Right
15 Underclearance Left
7.999 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
72.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
255 Deck Width
89.993 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
8 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
9 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
77.2 HS Inv. Rating Method
3 HS Inv. Method
56.7 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
5120 Future ADT Year
2042 Bypass Detour
3.106856 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1604 Max Measured Clearance
1610 Min Measured Clearance
1608 NBI Rating
24809 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
7.999 Rt. Curb SW
7.999 Description
120ft.-135ft. PC BEAM Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7280 1200 X H Index
97.8247 Latitude
36:04:15 Longitude
-95:47:51 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
2 Roadway Name
S 161ST ST. ( ELM PL ) 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
24809 Vault Link
http://plansrv1/bridgemaintvault/b24809 GIS FO/SD
Meets Standards H Inv. Method
56.6 Latitude DD
36.07083333 Longitude DD
-95.7975 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
6 Rural/Urban
Urban ARC_ID_NUM
25225 x
-10664128.9192686 y
4310372.31133355 |
|||||||||||||||||||||||||||||||||||||
| 24806 | 3902 0385 X | 24806 | Latimer | U.S. 270 | GAINES CREEK OVERFLOW | 3902 0385 X | (6) 100ft. PC BEAM | 1996 | 34.89128611 | -95.44881111 | 602.999 | 42.159 | — | 6 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 93.8 | Very good (8) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 3000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25222 BRKEY
24806 NBI No.
24806 On Under
1 Structure No.
3902 0385 X Control No.
002 Lane Ind.
Milepoint
03850 Facility Carried
U.S. 270 Feature Intersected
GAINES CREEK OVERFLOW Division
02 County
077 Location
3.85 E PITTSBURG C/L Sufficiency
93.8 Kind Hwy
2 Level Service
1 Route No.
00270 Service Type On
1 Service Type Off
9 Vertical Clearance
N Horizontal Clearance
26.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1996 ADT Total
3000 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
6 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
5 - Prestressed Concrete Design
02 Length
602.999 Deck Width
42.159 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
9 Culv. Rating
N Structure Rating
8 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
89 HS Inv. Rating Method
1 HS Inv. Method
47 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4800 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
24806 ODOT County
39 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
1.099 Rt. Curb SW
1.099 Description
(6) 100ft. PC BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3902 0385 X H Index
99.9242 Latitude
34:53:28.63 Longitude
-95:26:55.72 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 270 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
001 NBI Text
24806 Vault Link
http://plansrv1/bridgemaintvault/b24806 GIS FO/SD
Meets Standards H Inv. Method
32 Latitude DD
34.89128611 Longitude DD
-95.44881111 ODOT County Number
39 Maint. Dist.
2 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
25222 x
-10625313.0495885 y
4149117.15723663 |
|||||||||||||||||||||||||||||||||||||
| 24999 | 1618 1100SX | 24999 | Comanche | S.H. 7 EB | BEAVER CREEK | 1618 1170SX | 3-100ft. PCB SPANS | 1997 | 34.593775 | -98.18493056 | 302.165 | 41.01 | — | 3 | 0 | 2 | 37.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 100 | Good (7) | Satisfactory (6) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 4000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25213 BRKEY
24999 NBI No.
24999 On Under
1 Structure No.
1618 1100SX Control No.
018 Lane Ind.
S Milepoint
11000 Facility Carried
S.H. 7 EB Feature Intersected
BEAVER CREEK Division
07 County
031 Location
1.6 MI.E.JCT. SH65 Sufficiency
100 Kind Hwy
3 Level Service
1 Route No.
00007 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1997 ADT Total
4000 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38.031 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
302.165 Deck Width
41.01 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
6 Super Rating
8 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
95 HS Inv. Rating Method
1 HS Inv. Method
48 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6400 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
24999 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
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-100ft. PCB SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1618 1170SX H Index
99.9919 Latitude
34:35:37.59 Longitude
-98:11:05.75 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 7 EB Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
058A NBI Text
24999 Vault Link
http://plansrv1/bridgemaintvault/b24999 GIS FO/SD
Meets Standards H Inv. Method
33 Latitude DD
34.593775 Longitude DD
-98.18493056 ODOT County Number
16 Maint. Dist.
7 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
25213 x
-10929896.4735121 y
4108812.90722791 |
|||||||||||||||||||||||||||||||||||||
| 24995 | 2604 0100 X | 24995 | Grady | U.S. 62 | CREEK | 2604 0100 X | 2-10ft.X5ft.X84ft. R.C.B. | 1998 | 35.05428611 | -97.80703333 | 22.999 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 96.8 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 2600 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
25209 BRKEY
24995 NBI No.
24995 On Under
1 Structure No.
2604 0100 X Control No.
004 Lane Ind.
Milepoint
01000 Facility Carried
U.S. 62 Feature Intersected
CREEK Division
07 County
051 Location
1.0 MI NE SH39 Sufficiency
96.8 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1998 ADT Total
2600 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
3 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
22.999 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
8 Structure Rating
8 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
60 HS Inv. Rating Method
3 HS Inv. Method
36 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
4160 Future ADT Year
2042 Bypass Detour
16.2 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
0000 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
24995 ODOT County
26 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X5ft.X84ft. R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2604 0100 X H Index
100 Latitude
35:03:15.43 Longitude
-97:48:25.32 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
4 Local Bridge ID
18-26 NBI Text
24995 Vault Link
http://plansrv1/bridgemaintvault/b24995 GIS FO/SD
Meets Standards H Inv. Method
36 Latitude DD
35.05428611 Longitude DD
-97.80703333 ODOT County Number
26 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
25209 x
-10887829.1462963 y
4171260.85889714 |
|||||||||||||||||||||||||||||||||||||
| 24895 | 1670 0353 X | 24895 | Comanche | S.H. 115 | RANCH CREEK | 1670 0353 X | 13ft.-17ft.-13ft.X8ft.RCB | 1997 | 34.797125 | -98.59731111 | 44.948 | 60.039 | — | 3 | 0 | 2 | 57.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 99.6 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 190 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25204 BRKEY
24895 NBI No.
24895 On Under
1 Structure No.
1670 0353 X Control No.
070 Lane Ind.
Milepoint
03530 Facility Carried
S.H. 115 Feature Intersected
RANCH CREEK Division
07 County
031 Location
1.9 MI N & W MEERS Sufficiency
99.6 Kind Hwy
3 Level Service
1 Route No.
00115 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
26.03 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
1997 ADT Total
190 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
57.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
26.03 Span Type Main
M Material
1 - Concrete Design
19 Length
44.948 Deck Width
60.039 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
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
304 Future ADT Year
2042 Bypass Detour
24.854848 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
24895 ODOT County
16 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
13ft.-17ft.-13ft.X8ft.RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1670 0353 X H Index
90.8333 Latitude
34:47:49.65 Longitude
-98:35:50.32 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 115 Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
096 NBI Text
24895 Vault Link
http://plansrv1/bridgemaintvault/b24895 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
34.797125 Longitude DD
-98.59731111 ODOT County Number
16 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
25204 x
-10975802.4663512 y
4136345.30542397 |
|||||||||||||||||||||||||||||||||||||
| 24894 | 1670 0277 X | 24894 | Comanche | S.H. 115 | JIMMY CREEK | 1670 0277 X | 13ft.-17ft.-13ft.X 6ft. RCB | 1997 | 34.79706944 | -98.58426667 | 46.916 | 40.026 | — | 3 | 15 | 2 | 37.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 99.5 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 250 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25203 BRKEY
24894 NBI No.
24894 On Under
1 Structure No.
1670 0277 X Control No.
070 Lane Ind.
Milepoint
02770 Facility Carried
S.H. 115 Feature Intersected
JIMMY CREEK Division
07 County
031 Location
1.2 MI N MEERS Sufficiency
99.5 Kind Hwy
3 Level Service
1 Route No.
00115 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
26.03 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
1997 ADT Total
250 ADT Year
2022 Design Load
HS 20 Skew
15 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
26.03 Span Type Main
M Material
1 - Concrete Design
19 Length
46.916 Deck Width
40.026 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
6 Structure Rating
6 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
400 Future ADT Year
2042 Bypass Detour
24.854848 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
24894 ODOT County
16 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
13ft.-17ft.-13ft.X 6ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1670 0277 X H Index
97.2729 Latitude
34:47:49.45 Longitude
-98:35:03.36 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 115 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
095 NBI Text
24894 Vault Link
http://plansrv1/bridgemaintvault/b24894 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
34.79706944 Longitude DD
-98.58426667 ODOT County Number
16 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
25203 x
-10974350.3659327 y
4136337.77367082 |
|||||||||||||||||||||||||||||||||||||
| 24802 | 6210 1181 X | 24802 | Pontotoc | S.H. 1 | MUDDY BOGGY CREEK | 6210 1181 X | 40ft.-55ft.-40ft. PC BM | 1998 | 34.83015556 | -96.48539444 | 136.155 | 46.26 | — | 3 | 0 | 2 | 43.963 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 90.3 | Very good (8) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 3200 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
25200 BRKEY
24802 NBI No.
24802 On Under
1 Structure No.
6210 1181 X Control No.
010 Lane Ind.
Milepoint
11810 Facility Carried
S.H. 1 Feature Intersected
MUDDY BOGGY CREEK Division
03 County
123 Location
12.6 MI NE JCT SH 3 Sufficiency
90.3 Kind Hwy
3 Level Service
1 Route No.
00001 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
06 - Minor Arterial (Rural) Year Built
1998 ADT Total
3200 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
43.963 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
36.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
136.155 Deck Width
46.26 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
7 Culv. Rating
N Structure Rating
8 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
66.4 HS Inv. Rating Method
1 HS Inv. Method
39.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5120 Future ADT Year
2042 Bypass Detour
39.767756 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
24802 ODOT County
62 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
40ft.-55ft.-40ft. PC BM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6210 1181 X H Index
96.5906 Latitude
34:49:48.56 Longitude
-96:29:07.42 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
4 Local Bridge ID
-1 NBI Text
24802 Vault Link
http://plansrv1/bridgemaintvault/b24802 GIS FO/SD
Meets Standards H Inv. Method
27.6 Latitude DD
34.83015556 Longitude DD
-96.48539444 ODOT County Number
62 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
25200 x
-10740704.9780489 y
4140823.85058554 |
|||||||||||||||||||||||||||||||||||||
| 24801 | 6210 1474 X | 24801 | Pontotoc | S.H. 1 | SANDY CREEK | 6210 1474 X | 1-100ft. PC BM SPAN | 1998 | 34.86106389 | -96.45100833 | 101.05 | 46.26 | — | 1 | 0 | 2 | 43.963 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 90.3 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 3200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25199 BRKEY
24801 NBI No.
24801 On Under
1 Structure No.
6210 1474 X Control No.
010 Lane Ind.
Milepoint
14740 Facility Carried
S.H. 1 Feature Intersected
SANDY CREEK Division
03 County
123 Location
15.6 MI NE JCT SH 3 Sufficiency
90.3 Kind Hwy
3 Level Service
1 Route No.
00001 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
06 - Minor Arterial (Rural) Year Built
1998 ADT Total
3200 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
1 Road Width
43.963 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
36.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
101.05 Deck Width
46.26 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
94.3 HS Inv. Rating Method
1 HS Inv. Method
47.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5120 Future ADT Year
2042 Bypass Detour
39.767756 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
24801 ODOT County
62 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
1-100ft. PC BM SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6210 1474 X H Index
98.2828 Latitude
34:51:39.83 Longitude
-96:27:03.63 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
24801 Vault Link
http://plansrv1/bridgemaintvault/b24801 GIS FO/SD
Meets Standards H Inv. Method
32.4 Latitude DD
34.86106389 Longitude DD
-96.45100833 ODOT County Number
62 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
25199 x
-10736877.1337934 y
4145016.27426989 |
|||||||||||||||||||||||||||||||||||||
| 24800 | 6210 1151 X | 24800 | Pontotoc | S.H. 1 | MUDDY BOGGY CREEK O'FLOW | 6210 1151 X | 1-100ft. PC BM SPAN | 1998 | 34.82628333 | -96.488575 | 101.05 | 46.26 | — | 1 | 0 | 2 | 43.963 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 90.3 | Good (7) | Satisfactory (6) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 3200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25198 BRKEY
24800 NBI No.
24800 On Under
1 Structure No.
6210 1151 X Control No.
010 Lane Ind.
Milepoint
11510 Facility Carried
S.H. 1 Feature Intersected
MUDDY BOGGY CREEK O'FLOW Division
03 County
123 Location
12.3 MI NE JCT SH 3 Sufficiency
90.3 Kind Hwy
3 Level Service
1 Route No.
00001 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
19.685 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
1998 ADT Total
3200 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
1 Road Width
43.963 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
36.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
101.05 Deck Width
46.26 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
8 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
94.6 HS Inv. Rating Method
1 HS Inv. Method
48.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5120 Future ADT Year
2042 Bypass Detour
39.767756 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
24800 ODOT County
62 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
1-100ft. PC BM SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6210 1151 X H Index
96.9996 Latitude
34:49:34.62 Longitude
-96:29:18.87 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
24800 Vault Link
http://plansrv1/bridgemaintvault/b24800 GIS FO/SD
Meets Standards H Inv. Method
32.9 Latitude DD
34.82628333 Longitude DD
-96.488575 ODOT County Number
62 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
25198 x
-10741059.0363686 y
4140298.73002868 |
|||||||||||||||||||||||||||||||||||||
| 24994 | 0912 0063 X | 24994 | Canadian | U.S. 81 | FOUR MILE CREEK | 0912 0063 X | 1-100ft. P.C. BEAM SPAN X 56ft. CLY. RDY. W/ TR-3 RAILS | 1997 | 35.54336944 | -97.95482778 | 100.915 | 65.039 | — | 1 | 0 | 4 | 56.001 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 83.9 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 8500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25190 BRKEY
24994 NBI No.
24994 On Under
1 Structure No.
0912 0063 X Control No.
012 Lane Ind.
Milepoint
00630 Facility Carried
U.S. 81 Feature Intersected
FOUR MILE CREEK Division
04 County
017 Location
0.7 MI. N. JCT. SH66 Sufficiency
83.9 Kind Hwy
2 Level Service
1 Route No.
00081 Service Type On
5 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
56.001 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
1997 ADT Total
8500 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
1 Road Width
56.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
52.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
100.915 Deck Width
65.039 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
89 HS Inv. Rating Method
1 HS Inv. Method
42 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
13600 Future ADT Year
2042 Bypass Detour
34.796787 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
24994 ODOT County
09 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
6.001 Rt. Curb SW
0 Description
1-100ft. P.C. BEAM SPAN X 56ft. CLY. RDY. W/ TR-3 RAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0912 0063 X H Index
96.4804 Latitude
35:32:36.13 Longitude
-97:57:17.38 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 81 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
24994 Vault Link
http://plansrv1/bridgemaintvault/b24994 GIS FO/SD
Meets Standards H Inv. Method
29 Latitude DD
35.54336944 Longitude DD
-97.95482778 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
25190 x
-10904281.5492124 y
4237970.25970286 |
|||||||||||||||||||||||||||||||||||||
| 24993 | 0912 0071 X | 24993 | Canadian | U.S. 81 | UP R.R. UNDER | 0912 0071 X | 80ft.-95ft.-95ft. PCBM X 56ft. CLR RDY SK 55LF | 1996 | 35.54145556 | -97.95482778 | 273.301 | 65.043 | — | 3 | 35 | 4 | 56.001 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 81.9 | Satisfactory (6) | Good (7) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 8000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25189 BRKEY
24993 NBI No.
24993 On Under
1 Structure No.
0912 0071 X Control No.
012 Lane Ind.
Milepoint
00710 Facility Carried
U.S. 81 Feature Intersected
UP R.R. UNDER Division
04 County
017 Location
1.0 MI. N. JCT. SH66 Sufficiency
81.9 Kind Hwy
2 Level Service
1 Route No.
00081 Service Type On
5 Service Type Off
2 Vertical Clearance
N Horizontal Clearance
56.001 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
1996 ADT Total
8000 ADT Year
2022 Design Load
HS 20 Skew
35 No. Main Spans
3 Road Width
56.001 Ref. Underclearance Rt.
R Underclearance Right
24.199 Underclearance Left
0 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
56.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
273.301 Deck Width
65.043 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
7 Super Rating
7 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
5 Underclearance
9 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
80 HS Inv. Rating Method
1 HS Inv. Method
44 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
12800 Future ADT Year
2042 Bypass Detour
34.796787 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
2406 Max Measured Clearance
2409 Min Measured Clearance
2409 NBI Rating
24993 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
6.001 Rt. Curb SW
0 Description
80ft.-95ft.-95ft. PCBM X 56ft. CLR RDY SK 55LF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0912 0071 X H Index
95.9771 Latitude
35:32:29.24 Longitude
-97:57:17.38 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 81 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
24993 Vault Link
http://plansrv1/bridgemaintvault/b24993 GIS FO/SD
Meets Standards H Inv. Method
31 Latitude DD
35.54145556 Longitude DD
-97.95482778 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
25189 x
-10904281.5492124 y
4237708.42369431 |
|||||||||||||||||||||||||||||||||||||
| 24888 | 6616 0363 X | 24888 | Rogers | S.H. 28 | CREEK | 6616 0363 X | (13ft.-17ft.-13ft.)X10ft.X70 | 1996 | 36.47384444 | -95.43573611 | 46.916 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 96.3 | 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 | 740 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25179 BRKEY
24888 NBI No.
24888 On Under
1 Structure No.
6616 0363 X Control No.
016 Lane Ind.
Milepoint
03630 Facility Carried
S.H. 28 Feature Intersected
CREEK Division
08 County
131 Location
3.7 MI S JCT SH 66 Sufficiency
96.3 Kind Hwy
3 Level Service
1 Route No.
00028 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
26.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1996 ADT Total
740 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
FG Appr. Roadway Width
26.001 Span Type Main
M Material
1 - Concrete Design
19 Length
46.916 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
62.3 HS Inv. Rating Method
1 HS Inv. Method
48.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1184 Future ADT Year
2042 Bypass Detour
13.048795 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
24888 ODOT County
66 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(13ft.-17ft.-13ft.)X10ft.X70 Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6616 0363 X H Index
100 Latitude
36:28:25.84 Longitude
-95:26:08.65 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 28 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
24888 Vault Link
http://plansrv1/bridgemaintvault/b24888 GIS FO/SD
Meets Standards H Inv. Method
26.7 Latitude DD
36.47384444 Longitude DD
-95.43573611 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
25179 x
-10623857.5472464 y
4366019.05487528 |
|||||||||||||||||||||||||||||||||||||
| 25082 | 0851 0381 X | 25082 | Caddo | S.H. 146 | PUNJO CREEK TRIB. | 0851 0381 X | BROKENBACK RCB US-2-13ft.X10ft.X60ft. DS-2-13ft.X27ft.X60ft. RCB | 1997 | 35.16513611 | -98.42480278 | 26.903 | 61.499 | — | 2 | 0 | 2 | 60 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 94.7 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 860 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25170 BRKEY
25082 NBI No.
25082 On Under
1 Structure No.
0851 0381 X Control No.
051 Lane Ind.
Milepoint
03810 Facility Carried
S.H. 146 Feature Intersected
PUNJO CREEK TRIB. Division
07 County
015 Location
3.8 MI N JCT SH 9 Sufficiency
94.7 Kind Hwy
3 Level Service
1 Route No.
00146 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
28.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1997 ADT Total
860 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
2 Road Width
60 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
28.999 Span Type Main
M Material
1 - Concrete Design
19 Length
26.903 Deck Width
61.499 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
3 HS Operating Rating
60 HS Inv. Rating Method
3 HS Inv. Method
36 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1376 Future ADT Year
2042 Bypass Detour
34.175415 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
25082 ODOT County
08 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
BROKENBACK RCB US-2-13ft.X10ft.X60ft. DS-2-13ft.X27ft.X60ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0851 0381 X H Index
94.5833 Latitude
35:09:54.49 Longitude
-98:25:29.29 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 146 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
104A NBI Text
25082 Vault Link
http://plansrv1/bridgemaintvault/b25082 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
35.16513611 Longitude DD
-98.42480278 ODOT County Number
8 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
25170 x
-10956598.926898 y
4186345.18806867 |
|||||||||||||||||||||||||||||||||||||
| 24887 | 6616 0209 X | 24887 | Rogers | S.H. 28 | CREEK | 6616 0209 X | (3-10ft.)X8ft.X70ft. RCB | 1996 | 36.49608333 | -95.43575556 | 34.121 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 96.3 | 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 | 740 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25160 BRKEY
24887 NBI No.
24887 On Under
1 Structure No.
6616 0209 X Control No.
016 Lane Ind.
Milepoint
02090 Facility Carried
S.H. 28 Feature Intersected
CREEK Division
08 County
131 Location
2.1 MI S JCT SH 66 Sufficiency
96.3 Kind Hwy
3 Level Service
1 Route No.
00028 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
27.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1996 ADT Total
740 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
FG Appr. Roadway Width
27.887 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.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1184 Future ADT Year
2042 Bypass Detour
13.048795 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
24887 ODOT County
66 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.)X8ft.X70ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6616 0209 X H Index
100 Latitude
36:29:45.9 Longitude
-95:26:08.72 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 28 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
24887 Vault Link
http://plansrv1/bridgemaintvault/b24887 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
36.49608333 Longitude DD
-95.43575556 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
25160 x
-10623859.7124105 y
4369098.1371192 |
|||||||||||||||||||||||||||||||||||||
| 24886 | 6616 0143 X | 24886 | Rogers | S.H. 28 | CREEK | 6616 0143 X | 3-10ft.X8ft.X70ft. RCB | 1996 | 36.50575278 | -95.43576111 | 34.121 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 96.3 | 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 | 740 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25159 BRKEY
24886 NBI No.
24886 On Under
1 Structure No.
6616 0143 X Control No.
016 Lane Ind.
Milepoint
01430 Facility Carried
S.H. 28 Feature Intersected
CREEK Division
08 County
131 Location
1.5 MI S JCT SH 66 Sufficiency
96.3 Kind Hwy
3 Level Service
1 Route No.
00028 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
27.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1996 ADT Total
740 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
FG Appr. Roadway Width
27.887 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.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1184 Future ADT Year
2042 Bypass Detour
13.048795 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
24886 ODOT County
66 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.X8ft.X70ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6616 0143 X H Index
100 Latitude
36:30:20.71 Longitude
-95:26:08.74 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 28 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
24886 Vault Link
http://plansrv1/bridgemaintvault/b24886 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
36.50575278 Longitude DD
-95.43576111 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
25159 x
-10623860.3302337 y
4370437.19518816 |
|||||||||||||||||||||||||||||||||||||
| 24885 | 6610 0880 X | 24885 | Rogers | S.H. 20 | CREEK | 6610 0880 X | 2-12ft.X8ft.X180ft. RCB | 1996 | 36.30701389 | -95.46059167 | 26.903 | 0 | — | 2 | 0 | 5 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 66.7 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 8100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25158 BRKEY
24885 NBI No.
24885 On Under
1 Structure No.
6610 0880 X Control No.
010 Lane Ind.
Milepoint
08800 Facility Carried
S.H. 20 Feature Intersected
CREEK Division
08 County
131 Location
8.8 MI E JCT SH 66 Sufficiency
66.7 Kind Hwy
3 Level Service
1 Route No.
00020 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
50 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
1996 ADT Total
8100 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
5 Fill RCB
10 Appr. Roadway Width
50 Span Type Main
M Material
1 - Concrete Design
19 Length
26.903 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
12960 Future ADT Year
2042 Bypass Detour
47.999882 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
24885 ODOT County
66 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-12ft.X8ft.X180ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6610 0880 X H Index
100 Latitude
36:18:25.25 Longitude
-95:27:38.13 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 20 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
24885 Vault Link
http://plansrv1/bridgemaintvault/b24885 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
36.30701389 Longitude DD
-95.46059167 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
25158 x
-10626624.455529 y
4342948.65850588 |
|||||||||||||||||||||||||||||||||||||
| 24884 | 6610 0770 X | 24884 | Rogers | S.H. 20 | CREEK | 6610 0770 X | 2-12ft.X12ft.X213ft. RCB | 1996 | 36.30887222 | -95.48003889 | 31.001 | 0 | — | 2 | 45 | 5 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 78.3 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 8100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25157 BRKEY
24884 NBI No.
24884 On Under
1 Structure No.
6610 0770 X Control No.
010 Lane Ind.
Milepoint
07700 Facility Carried
S.H. 20 Feature Intersected
CREEK Division
08 County
131 Location
7.7 MI E JCT SH 66 Sufficiency
78.3 Kind Hwy
3 Level Service
1 Route No.
00020 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
60 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
1996 ADT Total
8100 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
5 Fill RCB
25 Appr. Roadway Width
60 Span Type Main
M Material
1 - Concrete Design
19 Length
31.001 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
12960 Future ADT Year
2042 Bypass Detour
4.97097 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
24884 ODOT County
66 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-12ft.X12ft.X213ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6610 0770 X H Index
95.3523 Latitude
36:18:31.94 Longitude
-95:28:48.14 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 20 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
24884 Vault Link
http://plansrv1/bridgemaintvault/b24884 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
36.30887222 Longitude DD
-95.48003889 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
25157 x
-10628789.3101568 y
4343205.36797323 |
|||||||||||||||||||||||||||||||||||||
| 24792 | 2106R1883WX | 24792 | Delaware | U.S. 59 | GRAND LAKE | 2106R1883WX | 25-37.1 M SPANS SEGM | 1998 | 36.66833333 | -94.84833333 | 3043.963 | 41.401 | — | 25 | 0 | 2 | 33.399 | 5 - Prestressed Concrete | Segmental Box Girder (21) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 83.9 | Very good (8) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 9700 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
25154 BRKEY
24792 NBI No.
24792 On Under
1 Structure No.
2106R1883WX Control No.
006 Lane Ind.
W Milepoint
18830 Facility Carried
U.S. 59 Feature Intersected
GRAND LAKE Division
08 County
041 Location
19.1 MI N SH20 Sufficiency
83.9 Kind Hwy
2 Level Service
1 Route No.
00059 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
33.399 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1998 ADT Total
9700 ADT Year
1999 Design Load
HS 20 Skew
0 No. Main Spans
25 Road Width
33.399 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
35 Span Type Main
M Material
5 - Prestressed Concrete Design
21 Length
3043.963 Deck Width
41.401 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
9 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
9 Culv. Rating
N Structure Rating
8 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
9 HS Operating Rating Method
1 HS Operating Rating
75.398 HS Inv. Rating Method
1 HS Inv. Method
45.636 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
15700 Future ADT Year
2017 Bypass Detour
32.932673 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
24792 ODOT County
21 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
0 Lft. Curb SW
5 Rt. Curb SW
0 Description
25-37.1 M SPANS SEGM Route Flag
P Status Flag
V On Off System
1 Frontage Ind.
Alt. Structure Name
2106R1883WX H Index
100 Latitude
36:40:06 Longitude
-94:50:54 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
U.S. 59 Scour
8 Design Structure
21 - Segmental Box Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
24792 Vault Link
http://plansrv1/bridgemaintvault/b24792 GIS FO/SD
Meets Standards H Inv. Method
45.636 Latitude DD
36.66833333 Longitude DD
-94.84833333 ODOT County Number
21 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
25154 x
-10558468.1688863 y
4392977.01121863 |
|||||||||||||||||||||||||||||||||||||
| 24791 | 2106 1883EX | 24791 | Delaware | U.S. 59 NB | GRAND LAKE/SAILBOAT | 2106 1883EX | 25-37.1 M SPANS POST-TENSIONED SEGMENTAL BOX GIRDER | 2000 | 36.638306 | -94.814436 | 3043 | 41 | — | 25 | 0 | 2 | 33 | 6 - Prestressed Concrete Continuous | Segmental Box Girder (21) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 88.9 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 5150 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25153 BRKEY
24791 NBI No.
24791 On Under
1 Structure No.
2106 1883EX Control No.
006 Lane Ind.
E Milepoint
18830 Facility Carried
U.S. 59 NB Feature Intersected
GRAND LAKE/SAILBOAT Division
08 County
041 Location
19.1 MI N SH20 Sufficiency
88.9 Kind Hwy
2 Level Service
1 Route No.
00059 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
33 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
2000 ADT Total
5150 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
25 Road Width
33 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
6 - Prestressed Concrete Continuous Design
21 Length
3043 Deck Width
41 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
8 Culv. Rating
N Structure Rating
6 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
9 HS Operating Rating Method
1 HS Operating Rating
47.8 HS Inv. Rating Method
1 HS Inv. Method
28.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8240 Future ADT Year
2042 Bypass Detour
0.099997 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
50 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
24791 ODOT County
21 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
0 Lft. Curb SW
0 Rt. Curb SW
5 Description
25-37.1 M SPANS POST-TENSIONED SEGMENTAL BOX GIRDER Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2106 1883EX H Index
94.8403 Latitude
36:38:17.9 Longitude
-94:48:51.97 I257A
1 I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 59 Scour
8 Design Structure
21 - Segmental Box Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
24791 Vault Link
http://plansrv1/bridgemaintvault/b24791 GIS FO/SD
Meets Standards H Inv. Method
21.5 Latitude DD
36.638306 Longitude DD
-94.814436 ODOT County Number
21 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
25153 x
-10554694.7353714 y
4388810.50949541 |
|||||||||||||||||||||||||||||||||||||
| 25077 | 1026R0211 X | 25077 | Carter | S.H. 76 | CADDO CREEK O'FLOW | 1026R0211 X | 1-60ft. I-BM. SPAN W/32ft. CLRRDY AND TR-3 TRAFFIC RAIL | 1998 | 34.37833333 | -97.49166667 | 61.024 | 42.201 | — | 1 | 0 | 2 | 32.001 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 65.4 | Satisfactory (6) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 3250 | 1999 | 4 | Unmatched |
|
Raw data
OBJECTID
25147 BRKEY
25077 NBI No.
25077 On Under
1 Structure No.
1026R0211 X Control No.
026 Lane Ind.
Milepoint
02110 Facility Carried
S.H. 76 Feature Intersected
CADDO CREEK O'FLOW Division
07 County
019 Location
2.1 MI N JCT SH 53E Sufficiency
65.4 Kind Hwy
3 Level Service
1 Route No.
00076 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
23.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1998 ADT Total
3250 ADT Year
1999 Design Load
H 15 Skew
0 No. Main Spans
1 Road Width
32.001 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
61.024 Deck Width
42.201 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
9 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
9 Culv. Rating
N Structure Rating
6 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
24.802 HS Inv. Rating Method
1 HS Inv. Method
24.802 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4000 Future ADT Year
2017 Bypass Detour
54.680665 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
25077 ODOT County
10 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.001 Rt. Curb SW
1.001 Description
1-60ft. I-BM. SPAN W/32ft. CLRRDY AND TR-3 TRAFFIC RAIL Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1026R0211 X H Index
100 Latitude
34:22:42 Longitude
-97:29:30 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 76 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
65-10 NBI Text
25077 Vault Link
http://plansrv1/bridgemaintvault/b25077 GIS FO/SD
Meets Standards H Inv. Method
18.85 Latitude DD
34.37833333 Longitude DD
-97.49166667 ODOT County Number
10 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
25147 x
-10852722.690292 y
4079716.78796197 |
|||||||||||||||||||||||||||||||||||||
| 25076 | 1026 0201 X | 25076 | Carter | S.H. 76 | CADDO CREEK O'FLOW | 1026 0201 X | 75ft. PC BEAM SPAN | 1998 | 34.37633889 | -97.49238611 | 77.1 | 41.499 | — | 1 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 86.3 | Very good (8) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 3200 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
25146 BRKEY
25076 NBI No.
25076 On Under
1 Structure No.
1026 0201 X Control No.
026 Lane Ind.
Milepoint
02010 Facility Carried
S.H. 76 Feature Intersected
CADDO CREEK O'FLOW Division
07 County
019 Location
2.0 MI N JCT SH53E Sufficiency
86.3 Kind Hwy
3 Level Service
1 Route No.
00076 Service Type On
1 Service Type Off
5 Vertical Clearance
N 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
1998 ADT Total
3200 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
1 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
77.1 Deck Width
41.499 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
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
83 HS Inv. Rating Method
1 HS Inv. Method
39 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5120 Future ADT Year
2042 Bypass Detour
54.680665 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
25076 ODOT County
10 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
75ft. PC BEAM SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1026 0201 X H Index
98.8503 Latitude
34:22:34.82 Longitude
-97:29:32.59 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 76 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
064 NBI Text
25076 Vault Link
http://plansrv1/bridgemaintvault/b25076 GIS FO/SD
Meets Standards H Inv. Method
30 Latitude DD
34.37633889 Longitude DD
-97.49238611 ODOT County Number
10 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
25146 x
-10852802.7779864 y
4079447.78261147 |
|||||||||||||||||||||||||||||||||||||
| 25075 | 1026 0190 X | 25075 | Carter | S.H. 76 | CADDO CREEK | 1026 0190 X | (3) 75ft. PC BEAM SPANS | 2004 | 34.37489722 | -97.49238889 | 227.034 | 41.499 | — | 3 | 0 | 2 | 38.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 85.2 | Very good (8) | Satisfactory (6) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 3200 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
25145 BRKEY
25075 NBI No.
25075 On Under
1 Structure No.
1026 0190 X Control No.
026 Lane Ind.
Milepoint
01900 Facility Carried
S.H. 76 Feature Intersected
CADDO CREEK Division
07 County
019 Location
1.9 MI N JCT SH53E Sufficiency
85.2 Kind Hwy
3 Level Service
1 Route No.
00076 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2004 ADT Total
3200 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
38.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
32.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
227.034 Deck Width
41.499 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
6 Super Rating
8 Sub Rating
8 Chan. Rating
6 Culv. Rating
N Structure Rating
8 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
83 HS Inv. Rating Method
1 HS Inv. Method
39 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5120 Future ADT Year
2042 Bypass Detour
54.680665 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
25075 ODOT County
10 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
(3) 75ft. PC BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1026 0190 X H Index
99.5736 Latitude
34:22:29.63 Longitude
-97:29:32.6 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 76 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
063 NBI Text
25075 Vault Link
http://plansrv1/bridgemaintvault/b25075 GIS FO/SD
Meets Standards H Inv. Method
30 Latitude DD
34.37489722 Longitude DD
-97.49238889 ODOT County Number
10 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
25145 x
-10852803.0874546 y
4079253.33756011 |
|||||||||||||||||||||||||||||||||||||
| 25073 | 1026 0147 X | 25073 | Carter | S.H. 76 | CADDO CREEK TRIB. | 1026 0147 X | (3) 10ft. X 7ft. X 93ft. RCB | 2004 | 34.36856667 | -97.49229722 | 34.121 | 90 | — | 3 | 0 | 2 | 87.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 82.9 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 3300 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
25143 BRKEY
25073 NBI No.
25073 On Under
1 Structure No.
1026 0147 X Control No.
026 Lane Ind.
Milepoint
01470 Facility Carried
S.H. 76 Feature Intersected
CADDO CREEK TRIB. Division
07 County
019 Location
1.5 MI N JCT SH53E Sufficiency
82.9 Kind Hwy
3 Level Service
1 Route No.
00076 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.001 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
2004 ADT Total
3300 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
87.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
51.001 Span Type Main
M Material
1 - Concrete Design
19 Length
34.121 Deck Width
90 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
7 Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
60 HS Inv. Rating Method
3 HS Inv. Method
36 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
5280 Future ADT Year
2042 Bypass Detour
54.680665 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
25073 ODOT County
10 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(3) 10ft. X 7ft. X 93ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1026 0147 X H Index
99.7685 Latitude
34:22:06.84 Longitude
-97:29:32.27 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 76 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
062 NBI Text
25073 Vault Link
http://plansrv1/bridgemaintvault/b25073 GIS FO/SD
Meets Standards H Inv. Method
35.9 Latitude DD
34.36856667 Longitude DD
-97.49229722 ODOT County Number
10 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
25143 x
-10852792.8827969 y
4078399.5450748 |