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 | |||||||||||||||||||||||||||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 19638 | 7320 0452 X | 19638 | Wagoner | S.H. 72 | ARKANSAS RIVER | 7320 0452 X | 17-100ft. PRESTRESSED CONC. BM. SPANS | 1979 | 35.91749444 | -95.65746389 | 1702 | 46 | — | 17 | 0 | 2 | 44 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95.4 | Satisfactory (6) | Good (7) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 3200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19875 BRKEY
19638 NBI No.
19638 On Under
1 Structure No.
7320 0452 X Control No.
020 Lane Ind.
Milepoint
04520 Facility Carried
S.H. 72 Feature Intersected
ARKANSAS RIVER Division
01 County
145 Location
4.6 MI N MUSKOGEE CO Sufficiency
95.4 Kind Hwy
3 Level Service
1 Route No.
00072 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
44 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1979 ADT Total
3200 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
17 Road Width
44 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
44 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
1702 Deck Width
46 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
6 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
90.7 HS Inv. Rating Method
1 HS Inv. Method
43.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5120 Future ADT Year
2042 Bypass Detour
14.912909 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
19638 ODOT County
73 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
2 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
17-100ft. PRESTRESSED CONC. BM. SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7320 0452 X H Index
88.1349 Latitude
35:55:02.98 Longitude
-95:39:26.87 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 72 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
19638 Vault Link
http://plansrv1/bridgemaintvault/b19638 GIS FO/SD
Meets Standards H Inv. Method
29.6 Latitude DD
35.91749444 Longitude DD
-95.65746389 ODOT County Number
73 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
19875 x
-10648540.1708107 y
4289274.66482713 |
|||||||||||||||||||||||||||||||||||||
| 19636 | 7292 0058 XR | 19636 | Tulsa | I-444 RA.S-W& 7ST | I-444 & 8 ST. UNDER | 7292 0058 XR | 80ft.,80.44ft.,2-80.74ft., | 1979 | 36.150175 | -95.979911 | 660.105 | 22.999 | — | 8 | 0 | 1 | 20 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Closed (K) | 25 | Failed (0) | Satisfactory (6) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 32000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19873 BRKEY
19636 NBI No.
19636 On Under
1 Structure No.
7292 0058 XR Control No.
Lane Ind.
Milepoint
Facility Carried
I-444 RA.S-W& 7ST Feature Intersected
I-444 & 8 ST. UNDER Division
08 County
143 Location
1.5 MI N SH 51 Sufficiency
25 Kind Hwy
1 Level Service
7 Route No.
00444 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
21.001 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1979 ADT Total
32000 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
8 Road Width
20 Ref. Underclearance Rt.
H Underclearance Right
12.001 Underclearance Left
7.999 Deck Structure Type
1 No. Lanes
1 Fill RCB
Appr. Roadway Width
20 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
660.105 Deck Width
22.999 Bridge Open Closed
K TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
6 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
0 Deck Geometry
5 Underclearance
6 Bridge Posting
0 Waterway Adequacy
N Approach Alignment
6 HS Operating Rating Method
0 HS Operating Rating
0 HS Inv. Rating Method
0 HS Inv. Method
0 H Operating Rating
0 H Inv. Rating Method
0 Future ADT
51200 Future ADT Year
2042 Bypass Detour
1.864114 School Bus Rte.
3 Posted Weight
CLOSED Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1901 Max Measured Clearance
1802 Min Measured Clearance
1703 NBI Rating
19636 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
4 Lft. Curb SW
0 Rt. Curb SW
0 Description
80ft.,80.44ft.,2-80.74ft., Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7292 0058 XR H Index
84.1579 Latitude
36:09:00.63 Longitude
-95:58:47.68 I257A
1 I257B
1 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
I-444 RA.S-W& 7ST Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
7 - Ramp, Wye, Connector, etc. Historical Significance
5 Local Bridge ID
6 NBI Text
19636 Vault Link
http://plansrv1/bridgemaintvault/b19636 GIS FO/SD
Meets Standards H Inv. Method
0 Latitude DD
36.150175 Longitude DD
-95.979911 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
19873 x
-10684434.8189037 y
4321304.94429491 |
|||||||||||||||||||||||||||||||||||||
| 19634 | 5310 1048 X | 19634 | Nowata | S.H. 10 | VERDIGRIS RIVER | 5310 1048 X | 5-90ft. PRESTRESSED CO | 1979 | 36.85151667 | -95.58465833 | 450 | 34 | — | 5 | 15 | 2 | 32 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 96.6 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 720 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19871 BRKEY
19634 NBI No.
19634 On Under
1 Structure No.
5310 1048 X Control No.
010 Lane Ind.
Milepoint
10480 Facility Carried
S.H. 10 Feature Intersected
VERDIGRIS RIVER Division
08 County
105 Location
10.6 MI W CRAIG CO Sufficiency
96.6 Kind Hwy
3 Level Service
1 Route No.
00010 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
32 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
1979 ADT Total
720 ADT Year
2022 Design Load
HS 20 Skew
15 No. Main Spans
5 Road Width
32 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
24 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
450 Deck Width
34 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
78 HS Inv. Rating Method
1 HS Inv. Method
43 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1152 Future ADT Year
2042 Bypass Detour
54.059293 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
19634 ODOT County
53 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
4 Lft. Curb SW
0 Rt. Curb SW
0 Description
5-90ft. PRESTRESSED CO Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5310 1048 X H Index
92.6011 Latitude
36:51:05.46 Longitude
-95:35:04.77 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 10 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
19634 Vault Link
http://plansrv1/bridgemaintvault/b19634 GIS FO/SD
Meets Standards H Inv. Method
31 Latitude DD
36.85151667 Longitude DD
-95.58465833 ODOT County Number
53 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
19871 x
-10640435.4929446 y
4418430.28529246 |
|||||||||||||||||||||||||||||||||||||
| 19543 | 6010 0709 X | 19543 | Payne | S.H. 33 | CREEK | 6010 0709 X | 3-8ft.X 6ft.X 203ft. R.C.BOX SK.17 DEG.16 MIN SOUTH SIDE | 1979 | 35.98539444 | -96.64128056 | 25.499 | 0 | — | 3 | 99 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 69.9 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 8200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19870 BRKEY
19543 NBI No.
19543 On Under
1 Structure No.
6010 0709 X Control No.
010 Lane Ind.
Milepoint
07090 Facility Carried
S.H. 33 Feature Intersected
CREEK Division
04 County
119 Location
7.2 MI E JCT SH 18 Sufficiency
69.9 Kind Hwy
3 Level Service
1 Route No.
00033 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
99.9 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1979 ADT Total
8200 ADT Year
2022 Design Load
HS 20 Skew
99 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
6 Appr. Roadway Width
63.999 Span Type Main
M Material
1 - Concrete Design
19 Length
25.499 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.053 HS Inv. Rating Method
2 HS Inv. Method
36.046 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
13120 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
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
19543 ODOT County
60 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-8ft.X 6ft.X 203ft. R.C.BOX SK.17 DEG.16 MIN SOUTH SIDE Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6010 0709 X H Index
98.3172 Latitude
35:59:07.42 Longitude
-96:38:28.61 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 33 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
19543 Vault Link
http://plansrv1/bridgemaintvault/b19543 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
35.98539444 Longitude DD
-96.64128056 ODOT County Number
60 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
19870 x
-10758058.1415491 y
4298611.85557279 |
|||||||||||||||||||||||||||||||||||||
| 19542 | 3920 0221 X | 19542 | Latimer | S.H. 82 | BRAZIL CREEK O'FLOW | 3920 0221 X | (2) 10ft. X 7ft. X 43ft. RCB | 1979 | 34.98032778 | -95.05292222 | 22.999 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 92.2 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19869 BRKEY
19542 NBI No.
19542 On Under
1 Structure No.
3920 0221 X Control No.
020 Lane Ind.
Milepoint
02210 Facility Carried
S.H. 82 Feature Intersected
BRAZIL CREEK O'FLOW Division
02 County
077 Location
2.21 N JCT US-270 Sufficiency
92.2 Kind Hwy
3 Level Service
1 Route No.
00082 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
42.999 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
1979 ADT Total
1200 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
2 Fill RCB
FG Appr. Roadway Width
26.001 Span Type Main
M Material
1 - Concrete Design
19 Length
22.999 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.
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
1920 Future ADT Year
2042 Bypass Detour
49.709695 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
19542 ODOT County
39 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
1.001 Rt. Curb SW
1.001 Description
(2) 10ft. X 7ft. X 43ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3920 0221 X H Index
96.3334 Latitude
34:58:49.18 Longitude
-95:03:10.52 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 82 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
057 NBI Text
19542 Vault Link
http://plansrv1/bridgemaintvault/b19542 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
34.98032778 Longitude DD
-95.05292222 ODOT County Number
39 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
19869 x
-10581242.899943 y
4161208.08919799 |
|||||||||||||||||||||||||||||||||||||
| 19541 | 1212 0150 X | 19541 | Choctaw | S.H. 271A | CREEK | 1212 0150 X | (3) 8ft. X 8ft. X 30ft. RCB | 1979 | 33.98258333 | -95.53027222 | 27.999 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 97.9 | 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 | 07 - Major Collector (Rural) | B | 470 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19868 BRKEY
19541 NBI No.
19541 On Under
1 Structure No.
1212 0150 X Control No.
012 Lane Ind.
Milepoint
01500 Facility Carried
S.H. 271A Feature Intersected
CREEK Division
02 County
023 Location
0.37 W JCT US-271 Sufficiency
97.9 Kind Hwy
3 Level Service
1 Route No.
0271A Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
30 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1979 ADT Total
470 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
22.001 Span Type Main
M Material
1 - Concrete Design
19 Length
27.999 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
8 Structure Rating
8 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 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
752 Future ADT Year
2042 Bypass Detour
3.728227 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
19541 ODOT County
12 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
1.001 Rt. Curb SW
1.001 Description
(3) 8ft. X 8ft. X 30ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1212 0150 X H Index
100 Latitude
33:58:57.3 Longitude
-95:31:48.98 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 271A Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
016 NBI Text
19541 Vault Link
http://plansrv1/bridgemaintvault/b19541 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
33.98258333 Longitude DD
-95.53027222 ODOT County Number
12 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
19868 x
-10634381.2588732 y
4026463.63256388 |
|||||||||||||||||||||||||||||||||||||
| 19540 | 1212 0096 X | 19540 | Choctaw | S.H. 271A | CREEK | 1212 0096 X | (3) 8ft. X 6ft. X 32ft. RCB | 1979 | 33.9826 | -95.53966944 | 27.999 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 96.9 | 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 | 07 - Major Collector (Rural) | B | 470 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19867 BRKEY
19540 NBI No.
19540 On Under
1 Structure No.
1212 0096 X Control No.
012 Lane Ind.
Milepoint
00960 Facility Carried
S.H. 271A Feature Intersected
CREEK Division
02 County
023 Location
0.91 W JCT US-271 Sufficiency
96.9 Kind Hwy
3 Level Service
1 Route No.
0271A Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
30 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1979 ADT Total
470 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
22.001 Span Type Main
M Material
1 - Concrete Design
19 Length
27.999 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.
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
6 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
752 Future ADT Year
2042 Bypass Detour
3.728227 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
19540 ODOT County
12 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
1.001 Rt. Curb SW
1.001 Description
(3) 8ft. X 6ft. X 32ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1212 0096 X H Index
100 Latitude
33:58:57.36 Longitude
-95:32:22.81 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 271A Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
014 NBI Text
19540 Vault Link
http://plansrv1/bridgemaintvault/b19540 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
33.9826 Longitude DD
-95.53966944 ODOT County Number
12 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
19867 x
-10635427.3526185 y
4026465.87047906 |
|||||||||||||||||||||||||||||||||||||
| 19539 | 1242 0010SXR | 19539 | Choctaw | U.S. 70 RAMP S. | CREEK | 1242 0010SXR | (3) 8ft. X 7ft. X 110ft. RCB SK 45° | 1979 | 33.99448611 | -95.52238056 | 39.6 | 0 | — | 3 | 45 | 1 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 98 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 1600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19866 BRKEY
19539 NBI No.
19539 On Under
1 Structure No.
1242 0010SXR Control No.
042 Lane Ind.
S Milepoint
00100 Facility Carried
U.S. 70 RAMP S. Feature Intersected
CREEK Division
02 County
023 Location
0.10 E JCT US-271 BR Sufficiency
98 Kind Hwy
2 Level Service
7 Route No.
00070 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
20 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
1979 ADT Total
1600 ADT Year
2022 Design Load
HS 20 Skew
45 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
1 Fill RCB
9 Appr. Roadway Width
20 Span Type Main
M Material
1 - Concrete Design
19 Length
39.6 Deck Width
0 Bridge Open Closed
A TSF Rail
N 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
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.053 HS Inv. Rating Method
1 HS Inv. Method
36.046 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2560 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
19539 ODOT County
12 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
1.001 Rt. Curb SW
1.001 Description
(3) 8ft. X 7ft. X 110ft. RCB SK 45° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
R Alt. Structure Name
1242 0010SXR H Index
99.2318 Latitude
33:59:40.15 Longitude
-95:31:20.57 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 70 RAMP Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
7 - Ramp, Wye, Connector, etc. Historical Significance
5 Local Bridge ID
056 NBI Text
19539 Vault Link
http://plansrv1/bridgemaintvault/b19539 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
33.99448611 Longitude DD
-95.52238056 ODOT County Number
12 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
19866 x
-10633502.7633005 y
4028061.6694513 |
|||||||||||||||||||||||||||||||||||||
| 19538 | 1242 0010NXR | 19538 | Choctaw | U.S. 70 RAMP N. | CREEK | 1242 0010NXR | (3) 8ft. X 7ft. X 120ft. RCB SK 45° | 1979 | 33.99611944 | -95.52165 | 39.6 | 0 | — | 3 | 45 | 1 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 100 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 1600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19865 BRKEY
19538 NBI No.
19538 On Under
1 Structure No.
1242 0010NXR Control No.
042 Lane Ind.
N Milepoint
00100 Facility Carried
U.S. 70 RAMP N. Feature Intersected
CREEK Division
02 County
023 Location
0.10 E JCT US-271 BR Sufficiency
100 Kind Hwy
2 Level Service
7 Route No.
00070 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
20 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
1979 ADT Total
1600 ADT Year
2022 Design Load
HS 20 Skew
45 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
1 Fill RCB
10 Appr. Roadway Width
20 Span Type Main
M Material
1 - Concrete Design
19 Length
39.6 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.053 HS Inv. Rating Method
1 HS Inv. Method
36.046 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2560 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
19538 ODOT County
12 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
1.001 Rt. Curb SW
1.001 Description
(3) 8ft. X 7ft. X 120ft. RCB SK 45° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
R Alt. Structure Name
1242 0010NXR H Index
98.7249 Latitude
33:59:46.03 Longitude
-95:31:17.94 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 70 RAMP Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
7 - Ramp, Wye, Connector, etc. Historical Significance
5 Local Bridge ID
055 NBI Text
19538 Vault Link
http://plansrv1/bridgemaintvault/b19538 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
33.99611944 Longitude DD
-95.52165 ODOT County Number
12 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
19865 x
-10633421.4377333 y
4028280.97363824 |
|||||||||||||||||||||||||||||||||||||
| 19825 | 6244 0038SX | 19825 | Pontotoc | S.H. 3 | RD. & BNSF R.R. UNDER | 6244 0038SX | 53ft. , 4-72ft. PC BM | 1980 | 34.760303 | -96.696283 | 342.848 | 51.837 | — | 5 | 24 | 3 | 48.701 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98 | Satisfactory (6) | Good (7) | Satisfactory (6) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | B | 3300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19864 BRKEY
19825 NBI No.
19825 On Under
1 Structure No.
6244 0038SX Control No.
044 Lane Ind.
S Milepoint
00380 Facility Carried
S.H. 3 Feature Intersected
RD. & BNSF R.R. UNDER Division
03 County
123 Location
0.4 MI SE OF S.H. 1 Sufficiency
98 Kind Hwy
3 Level Service
1 Route No.
00003 Service Type On
1 Service Type Off
4 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
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
1980 ADT Total
3300 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
24 No. Main Spans
5 Road Width
48.701 Ref. Underclearance Rt.
R Underclearance Right
19.5 Underclearance Left
0 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
342.848 Deck Width
51.837 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
6 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
4 Underclearance
7 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
62.2 HS Inv. Rating Method
3 HS Inv. Method
35.8 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
5280 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
19825 ODOT County
62 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
4 Lft. Curb SW
0 Rt. Curb SW
0 Description
53ft. , 4-72ft. PC BM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6244 0038SX H Index
95.3034 Latitude
34:45:37.09 Longitude
-96:41:46.62 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 3 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
19825 Vault Link
http://plansrv1/bridgemaintvault/b19825 GIS FO/SD
Meets Standards H Inv. Method
35.7 Latitude DD
34.760303 Longitude DD
-96.696283 ODOT County Number
62 Maint. Dist.
3 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
19864 x
-10764180.9851623 y
4131354.80120386 |
|||||||||||||||||||||||||||||||||||||
| 19824 | 6244 0038NX | 19824 | Pontotoc | S.H. 3 | RD. & BNSF R.R. UNDER | 6244 0038NX | 53ft. , 4-72ft. PC | 1980 | 34.76 | -96.69527778 | 342.848 | 43.635 | — | 5 | 24 | 2 | 40.682 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 96.6 | Satisfactory (6) | Good (7) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | B | 3100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19863 BRKEY
19824 NBI No.
19824 On Under
1 Structure No.
6244 0038NX Control No.
044 Lane Ind.
N Milepoint
00380 Facility Carried
S.H. 3 Feature Intersected
RD. & BNSF R.R. UNDER Division
03 County
123 Location
0.4 MI SE OF S.H. 1 Sufficiency
96.6 Kind Hwy
3 Level Service
1 Route No.
00003 Service Type On
1 Service Type Off
4 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
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
1980 ADT Total
3100 ADT Year
2022 Design Load
HS 20 Skew
24 No. Main Spans
5 Road Width
40.682 Ref. Underclearance Rt.
R Underclearance Right
19.5 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
342.848 Deck Width
43.635 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
7 Super Rating
6 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
7 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
51 HS Inv. Rating Method
1 HS Inv. Method
30.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4960 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
19824 ODOT County
62 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
4 Lft. Curb SW
0 Rt. Curb SW
0 Description
53ft. , 4-72ft. PC Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6244 0038NX H Index
98.7289 Latitude
34:45:36 Longitude
-96:41:43 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 3 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
19824 Vault Link
http://plansrv1/bridgemaintvault/b19824 GIS FO/SD
Meets Standards H Inv. Method
23.7 Latitude DD
34.76 Longitude DD
-96.69527778 ODOT County Number
62 Maint. Dist.
3 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
19863 x
-10764069.0845837 y
4131313.74469772 |
|||||||||||||||||||||||||||||||||||||
| 19822 | 5720 0605 X | 19822 | Osage | S.H. 20 | BOAR CREEK | 5720 0605 X | 4-78ft. PRESTRESSED CONC BM. SPANS | 1980 | 36.37629722 | -96.29521944 | 312 | 45 | — | 4 | 0 | 2 | 43 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 93.3 | Satisfactory (6) | Good (7) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19861 BRKEY
19822 NBI No.
19822 On Under
1 Structure No.
5720 0605 X Control No.
020 Lane Ind.
Milepoint
06050 Facility Carried
S.H. 20 Feature Intersected
BOAR CREEK Division
08 County
113 Location
6.0 MI. E. JCT. SH99 Sufficiency
93.3 Kind Hwy
3 Level Service
1 Route No.
00020 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
43 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
1980 ADT Total
1900 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
4 Road Width
43 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
312 Deck Width
45 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
6 Chan. Rating
8 Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
57.4 HS Inv. Rating Method
1 HS Inv. Method
34.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3040 Future ADT Year
2042 Bypass Detour
42.253241 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
N Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
19822 ODOT County
57 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
4 Lft. Curb SW
0 Rt. Curb SW
0 Description
4-78ft. PRESTRESSED CONC BM. SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5720 0605 X H Index
88.5262 Latitude
36:22:34.67 Longitude
-96:17:42.79 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 20 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
19822 Vault Link
http://plansrv1/bridgemaintvault/b19822 GIS FO/SD
Meets Standards H Inv. Method
24.2 Latitude DD
36.37629722 Longitude DD
-96.29521944 ODOT County Number
57 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
19861 x
-10719534.7938873 y
4352523.5913429 |
|||||||||||||||||||||||||||||||||||||
| 19821 | 1908 0874 X | 19821 | Creek | U.S. 75A | POLECAT CREEK | 1908 0874 X | 3-100ft. PCB SPANS | 1980 | 35.968833 | -96.096397 | 302.9 | 45.75 | — | 3 | 30 | 2 | 42.75 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 92.9 | 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) | C | 4100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19860 BRKEY
19821 NBI No.
19821 On Under
1 Structure No.
1908 0874 X Control No.
008 Lane Ind.
Milepoint
08740 Facility Carried
U.S. 75A Feature Intersected
POLECAT CREEK Division
08 County
037 Location
9.3 MI N OKMULGEE C/L Sufficiency
92.9 Kind Hwy
2 Level Service
1 Route No.
0075A Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
42.75 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1980 ADT Total
4100 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
42.75 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40.026 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
302.9 Deck Width
45.75 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
6 Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
76 HS Inv. Rating Method
1 HS Inv. Method
42 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6560 Future ADT Year
2042 Bypass Detour
22.990734 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
19821 ODOT County
19 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
4 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
1908 0874 X H Index
95.9916 Latitude
35:58:07.8 Longitude
-96:05:47.03 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 75A 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
19821 Vault Link
http://plansrv1/bridgemaintvault/b19821 GIS FO/SD
Meets Standards H Inv. Method
28 Latitude DD
35.968833 Longitude DD
-96.096397 ODOT County Number
19 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
19860 x
-10697401.9811083 y
4296333.68792004 |
|||||||||||||||||||||||||||||||||||||
| 19734 | 2412 0972 X | 19734 | Garfield | U.S. 81 | CREEK | 2412 0972 X | (12ft.-14ft.-12ft.)X 12ft.X 172ft. R.C.BOX WITH 3ft. ADDITIONAL CURTAIN WALLS | 1980 | 36.30461111 | -97.88945833 | 40 | 0 | — | 3 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 69.7 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 6200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19858 BRKEY
19734 NBI No.
19734 On Under
1 Structure No.
2412 0972 X Control No.
012 Lane Ind.
Milepoint
09720 Facility Carried
U.S. 81 Feature Intersected
CREEK Division
04 County
047 Location
9.8 N KINGFISHER C/L Sufficiency
69.7 Kind Hwy
2 Level Service
1 Route No.
00081 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
99.9 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
1980 ADT Total
6200 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
5 Appr. Roadway Width
72.001 Span Type Main
M Material
1 - Concrete Design
19 Length
40 Deck Width
0 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
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
9920 Future ADT Year
2042 Bypass Detour
50 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
19734 ODOT County
24 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(12ft.-14ft.-12ft.)X 12ft.X 172ft. R.C.BOX WITH 3ft. ADDITIONAL CURTAIN WALLS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2412 0972 X H Index
97.3166 Latitude
36:18:16.6 Longitude
-97:53:22.05 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 81 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
19734 Vault Link
http://plansrv1/bridgemaintvault/b19734 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
36.30461111 Longitude DD
-97.88945833 ODOT County Number
24 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
19858 x
-10897004.655325 y
4342616.74785412 |
|||||||||||||||||||||||||||||||||||||
| 19733 | 6732 0627 X | 19733 | Seminole | S.H. 99 | HAZEL CREEK | 6732 0627 X | (12ft.-14ft.-12ft.)X 12ft. 178ft. RDY R.C.BOX SK. 60 DEGREES | 1980 | 35.33778889 | -96.67148889 | 47.9 | 40 | — | 3 | 30 | 2 | 40 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 94.8 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 6900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19857 BRKEY
19733 NBI No.
19733 On Under
1 Structure No.
6732 0627 X Control No.
032 Lane Ind.
Milepoint
06270 Facility Carried
S.H. 99 Feature Intersected
HAZEL CREEK Division
03 County
133 Location
0.7 MI S JCT SH 99A Sufficiency
94.8 Kind Hwy
3 Level Service
1 Route No.
00099 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1980 ADT Total
6900 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
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
47.9 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
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 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
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
11040 Future ADT Year
2042 Bypass Detour
8.077825 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
19733 ODOT County
67 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
(12ft.-14ft.-12ft.)X 12ft. 178ft. RDY R.C.BOX SK. 60 DEGREES Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6732 0627 X H Index
97.3586 Latitude
35:20:16.04 Longitude
-96:40:17.36 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 99 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
19733 Vault Link
http://plansrv1/bridgemaintvault/b19733 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
35.33778889 Longitude DD
-96.67148889 ODOT County Number
67 Maint. Dist.
3 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
19857 x
-10761420.9174624 y
4209880.58214161 |
|||||||||||||||||||||||||||||||||||||
| 19732 | 5206 0397 X | 19732 | Noble | U.S. 77 | COW CREEK | 5206 0397 X | 3-15ft. X 11ft. X 40ft. R.C. BOX W/ PARAPET RAILS | 1980 | 36.22220556 | -97.37181667 | 46.886 | 42.001 | — | 3 | 0 | 2 | 40 | 1 - Concrete | Culvert (19) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98.9 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 540 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19856 BRKEY
19732 NBI No.
19732 On Under
1 Structure No.
5206 0397 X Control No.
006 Lane Ind.
Milepoint
03970 Facility Carried
U.S. 77 Feature Intersected
COW CREEK Division
04 County
103 Location
4 MI N OF LOGAN C/L Sufficiency
98.9 Kind Hwy
2 Level Service
1 Route No.
00077 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
07 - Major Collector (Rural) Year Built
1980 ADT Total
540 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
AG Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
46.886 Deck Width
42.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
4 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
8 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 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
864 Future ADT Year
2042 Bypass Detour
3.106856 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
19732 ODOT County
52 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-15ft. X 11ft. X 40ft. R.C. BOX W/ PARAPET RAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5206 0397 X H Index
81.418 Latitude
36:13:19.94 Longitude
-97:22:18.54 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 77 Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
19732 Vault Link
http://plansrv1/bridgemaintvault/b19732 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
36.22220556 Longitude DD
-97.37181667 ODOT County Number
52 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
19856 x
-10839381.0493204 y
4331239.74807533 |
|||||||||||||||||||||||||||||||||||||
| 19731 | 0230 0317 X | 19731 | Alfalfa | S.H. 58 | CREEK | 0230 0317 X | 4-10X5X42ft. RCB | 1980 | 36.89852222 | -98.30245 | 41.995 | 41.6 | — | 4 | 0 | 2 | 39.6 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 84.7 | 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 | 1100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19855 BRKEY
19731 NBI No.
19731 On Under
1 Structure No.
0230 0317 X Control No.
030 Lane Ind.
Milepoint
03170 Facility Carried
S.H. 58 Feature Intersected
CREEK Division
06 County
003 Location
3.1 MI.E.OF JCT.SH8 Sufficiency
84.7 Kind Hwy
3 Level Service
1 Route No.
00058 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
39.6 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
1980 ADT Total
1100 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
4 Road Width
39.6 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
24.006 Span Type Main
M Material
1 - Concrete Design
19 Length
41.995 Deck Width
41.6 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
6 Structure Rating
6 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
41.8 HS Inv. Rating Method
1 HS Inv. Method
25 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1760 Future ADT Year
2042 Bypass Detour
26.09759 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
19731 ODOT County
02 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
4-10X5X42ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0230 0317 X H Index
92.6765 Latitude
36:53:54.68 Longitude
-98:18:08.82 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 58 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
19731 Vault Link
http://plansrv1/bridgemaintvault/b19731 GIS FO/SD
Meets Standards H Inv. Method
14.2 Latitude DD
36.89852222 Longitude DD
-98.30245 ODOT County Number
2 Maint. Dist.
6 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
19855 x
-10942978.6777312 y
4424971.51662312 |
|||||||||||||||||||||||||||||||||||||
| 19730 | 2010 0147 X | 19730 | Custer | U.S. 183 | CREEK | 2010 0147 X | 3-12ft.X10ft.X106ft. RDY. R.C.B., SK 30 DEG. L.F. | 1980 | 35.53668333 | -98.96702778 | 44.948 | 0 | — | 3 | 30 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 84.8 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 5400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19854 BRKEY
19730 NBI No.
19730 On Under
1 Structure No.
2010 0147 X Control No.
010 Lane Ind.
Milepoint
01470 Facility Carried
U.S. 183 Feature Intersected
CREEK Division
05 County
039 Location
1.7 MI N JCT I-40 BUS. Sufficiency
84.8 Kind Hwy
2 Level Service
1 Route No.
00183 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
99.9 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
1980 ADT Total
5400 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
3 Appr. Roadway Width
70 Span Type Main
M Material
1 - Concrete Design
19 Length
44.948 Deck Width
0 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.053 HS Inv. Rating Method
1 HS Inv. Method
36.046 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8640 Future ADT Year
2042 Bypass Detour
45.981468 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
19730 ODOT County
20 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-12ft.X10ft.X106ft. RDY. R.C.B., SK 30 DEG. L.F. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2010 0147 X H Index
97.3964 Latitude
35:32:12.06 Longitude
-98:58:01.3 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 183 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
19730 Vault Link
http://plansrv1/bridgemaintvault/b19730 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
35.53668333 Longitude DD
-98.96702778 ODOT County Number
20 Maint. Dist.
5 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
19854 x
-11016959.1377934 y
4237055.56689339 |
|||||||||||||||||||||||||||||||||||||
| 19992 | 6347 1257 X | 19992 | Pottawatomie | S.H. 102 | LITTLE RIVER | 6347 1257 X | 3-70ft. PSCON.BM SPAN | 1981 | 35.15913056 | -97.05419722 | 209.974 | 35 | — | 3 | 0 | 2 | 32.001 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98.6 | Good (7) | Satisfactory (6) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 590 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19845 BRKEY
19992 NBI No.
19992 On Under
1 Structure No.
6347 1257 X Control No.
047 Lane Ind.
Milepoint
12570 Facility Carried
S.H. 102 Feature Intersected
LITTLE RIVER Division
03 County
125 Location
12.5 MI N SH 39 Sufficiency
98.6 Kind Hwy
3 Level Service
1 Route No.
00102 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
1981 ADT Total
590 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
32.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
26.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
209.974 Deck Width
35 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
7 Sub Rating
7 Chan. Rating
6 Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
5 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
78 HS Inv. Rating Method
1 HS Inv. Method
37.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
944 Future ADT Year
2042 Bypass Detour
9.941939 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
19992 ODOT County
63 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-70ft. PSCON.BM SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6347 1257 X H Index
95.5504 Latitude
35:09:32.87 Longitude
-97:03:15.11 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 102 Scour
7 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
19992 Vault Link
http://plansrv1/bridgemaintvault/b19992 GIS FO/SD
Meets Standards H Inv. Method
29.3 Latitude DD
35.15913056 Longitude DD
-97.05419722 ODOT County Number
63 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
19845 x
-10804023.8138803 y
4185527.43422606 |
|||||||||||||||||||||||||||||||||||||
| 19991 | 0824 0527 X | 19991 | Caddo | S.H. 152 | LAKE CREEK | 0824 0527 X | 3-70ft. PRESTRESSED CONC. BM. SPANS | 1981 | 35.29066667 | -98.53006944 | 209.974 | 42.999 | — | 3 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95.3 | Satisfactory (6) | Satisfactory (6) | Very good (8) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19844 BRKEY
19991 NBI No.
19991 On Under
1 Structure No.
0824 0527 X Control No.
024 Lane Ind.
Milepoint
05270 Facility Carried
S.H. 152 Feature Intersected
LAKE CREEK Division
07 County
015 Location
2.2 MI E JCT SH 58 Sufficiency
95.3 Kind Hwy
3 Level Service
1 Route No.
00152 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1981 ADT Total
1300 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
30 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
209.974 Deck Width
42.999 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
8 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
8 HS Operating Rating Method
1 HS Operating Rating
96 HS Inv. Rating Method
1 HS Inv. Method
47 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2080 Future ADT Year
2042 Bypass Detour
45.981468 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
19991 ODOT County
08 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
3-70ft. PRESTRESSED CONC. BM. SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0824 0527 X H Index
91.671 Latitude
35:17:26.4 Longitude
-98:31:48.25 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 152 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
72 NBI Text
19991 Vault Link
http://plansrv1/bridgemaintvault/b19991 GIS FO/SD
Meets Standards H Inv. Method
37 Latitude DD
35.29066667 Longitude DD
-98.53006944 ODOT County Number
8 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
19844 x
-10968317.1578867 y
4203452.07730064 |
|||||||||||||||||||||||||||||||||||||
| 19990 | 1037 0092NX | 19990 | Carter | U.S. 70 | BNSF R.R. UNDER | 1037 0092NX | (2) 100ft. PC BEAM SPANS | 1981 | 34.13947778 | -97.14001389 | 202.1 | 45.699 | — | 2 | 0 | 2 | 42.7 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98.4 | Good (7) | Very good (8) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | C | 2850 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19843 BRKEY
19990 NBI No.
19990 On Under
1 Structure No.
1037 0092NX Control No.
037 Lane Ind.
N Milepoint
00920 Facility Carried
U.S. 70 Feature Intersected
BNSF R.R. UNDER Division
07 County
019 Location
0.9 MI E JCT I-35 Sufficiency
98.4 Kind Hwy
2 Level Service
1 Route No.
00070 Service Type On
1 Service Type Off
4 Vertical Clearance
N Horizontal Clearance
42.7 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1981 ADT Total
2850 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
42.7 Ref. Underclearance Rt.
R Underclearance Right
28.1 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
202.1 Deck Width
45.699 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
8 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
9 Underclearance
9 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
57.5 HS Inv. Rating Method
3 HS Inv. Method
32.5 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
4560 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
2410 Min Measured Clearance
2410 NBI Rating
19990 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.
1 DK Surf. Type
5 Lft. Curb SW
0 Rt. Curb SW
0 Description
(2) 100ft. PC BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1037 0092NX H Index
97.5861 Latitude
34:08:22.12 Longitude
-97:08:24.05 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 70 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
076 NBI Text
19990 Vault Link
http://plansrv1/bridgemaintvault/b19990 GIS FO/SD
Meets Standards H Inv. Method
32.4 Latitude DD
34.13947778 Longitude DD
-97.14001389 ODOT County Number
10 Maint. Dist.
7 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
19843 x
-10813576.8818863 y
4047545.89557559 |
|||||||||||||||||||||||||||||||||||||
| 19989 | 5106 0437SX | 19989 | Muskogee | U.S. 62 EB | ROSS LAKE | 5106 0437SX | 3-65ft. PRESTRESSED CO | 1981 | 35.771136 | -95.262456 | 196.85 | 42.999 | — | 3 | 0 | 2 | 40.699 | 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) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 16 - Minor Arterial (Urban) | C | 8800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19842 BRKEY
19989 NBI No.
19989 On Under
1 Structure No.
5106 0437SX Control No.
006 Lane Ind.
S Milepoint
04370 Facility Carried
U.S. 62 EB Feature Intersected
ROSS LAKE Division
01 County
101 Location
4.3 MI E JCT SH 16 Sufficiency
99.3 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40.699 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
16 - Minor Arterial (Urban) Year Built
1981 ADT Total
8800 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
40.699 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
196.85 Deck Width
42.999 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
6 Chan. Rating
8 Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
56 HS Inv. Rating Method
1 HS Inv. Method
34 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
14080 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
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
19989 ODOT County
51 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
0 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-65ft. PRESTRESSED CO Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5106 0437SX H Index
80.9438 Latitude
35:46:16.09 Longitude
-95:15:44.84 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 62 Scour
7 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
19989 Vault Link
http://plansrv1/bridgemaintvault/b19989 GIS FO/SD
Meets Standards H Inv. Method
25 Latitude DD
35.771136 Longitude DD
-95.262456 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
19842 x
-10604568.0936366 y
4269175.56279985 |
|||||||||||||||||||||||||||||||||||||
| 19988 | 5106 0437NX | 19988 | Muskogee | U.S. 62 WB | ROSS LAKE | 5106 0437NX | 3-65ft. PRESTRESSED CO | 1981 | 35.771469 | -95.26265 | 196.85 | 42.999 | — | 3 | 0 | 2 | 40.699 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99.3 | Satisfactory (6) | Good (7) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 16 - Minor Arterial (Urban) | C | 8950 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19823 BRKEY
19988 NBI No.
19988 On Under
1 Structure No.
5106 0437NX Control No.
006 Lane Ind.
N Milepoint
04370 Facility Carried
U.S. 62 WB Feature Intersected
ROSS LAKE Division
01 County
101 Location
4.3 MI E JCT SH 16 Sufficiency
99.3 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40.699 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
16 - Minor Arterial (Urban) Year Built
1981 ADT Total
8950 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
40.699 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
196.85 Deck Width
42.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
7 Super Rating
7 Sub Rating
6 Chan. Rating
8 Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
56 HS Inv. Rating Method
1 HS Inv. Method
34 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
14320 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
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
19988 ODOT County
51 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
0 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-65ft. PRESTRESSED CO Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5106 0437NX H Index
84.9046 Latitude
35:46:17.29 Longitude
-95:15:45.54 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 62 Scour
7 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
19988 Vault Link
http://plansrv1/bridgemaintvault/b19988 GIS FO/SD
Meets Standards H Inv. Method
25 Latitude DD
35.771469 Longitude DD
-95.26265 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
19823 x
-10604589.6896178 y
4269221.25095441 |
|||||||||||||||||||||||||||||||||||||
| 19987 | 7218 0300EX | 19987 | Tulsa | U.S. 75 NB | S.H. 117 UNDER | 7218 0300EX | 94ft.-100ft. CONT. BOX G | 1981 | 35.988083 | -96.0115 | 193.999 | 43.999 | — | 2 | 0 | 2 | 41.001 | 2 - Concrete Continuous | Box Beam or Girders — Multiple (05) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98.8 | Satisfactory (6) | Good (7) | Satisfactory (6) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | C | 21350 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19822 BRKEY
19987 NBI No.
19987 On Under
1 Structure No.
7218 0300EX Control No.
018 Lane Ind.
E Milepoint
03000 Facility Carried
U.S. 75 NB Feature Intersected
S.H. 117 UNDER Division
08 County
143 Location
3.0 MI N SH 67 Sufficiency
98.8 Kind Hwy
2 Level Service
1 Route No.
00075 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
40.699 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
1981 ADT Total
21350 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
41.001 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
10 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
2 - Concrete Continuous Design
05 Length
193.999 Deck Width
43.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
4 Deck Rating
7 Super Rating
6 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
48.6 HS Inv. Rating Method
2 HS Inv. Method
35.8 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
34160 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1606 Max Measured Clearance
1606 Min Measured Clearance
1605 NBI Rating
19987 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
4 Lft. Curb SW
0 Rt. Curb SW
0 Description
94ft.-100ft. CONT. BOX G Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7218 0300EX H Index
97.9169 Latitude
35:59:17.1 Longitude
-96:00:41.4 I257A
1 I257B
1 I257C
1 I257D
0 I257E
0 I263
2 Roadway Name
U.S. 75 NB Scour
N Design Structure
5 - Box Beam or Girders - Multiple FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
19987 Vault Link
http://plansrv1/bridgemaintvault/b19987 GIS FO/SD
Meets Standards H Inv. Method
35.7 Latitude DD
35.988083 Longitude DD
-96.0115 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
19822 x
-10687951.2902984 y
4298981.73509348 |
|||||||||||||||||||||||||||||||||||||
| 19986 | 7218 0300WX | 19986 | Tulsa | U.S. 75 SB | S.H. 117 UNDER | 7218 0300WX | 94ft.-100ft. CONT. BOX G | 1981 | 35.988086 | -96.011875 | 193.898 | 43.999 | — | 2 | 0 | 2 | 41.001 | 2 - Concrete Continuous | Box Beam or Girders — Multiple (05) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98.8 | Satisfactory (6) | Good (7) | Satisfactory (6) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | C | 21050 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19821 BRKEY
19986 NBI No.
19986 On Under
1 Structure No.
7218 0300WX Control No.
018 Lane Ind.
W Milepoint
03000 Facility Carried
U.S. 75 SB Feature Intersected
S.H. 117 UNDER Division
08 County
143 Location
3.0 MI N SH 67 Sufficiency
98.8 Kind Hwy
2 Level Service
1 Route No.
00075 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
40.699 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
1981 ADT Total
21050 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
41.001 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
10 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
2 - Concrete Continuous Design
05 Length
193.898 Deck Width
43.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
4 Deck Rating
7 Super Rating
6 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
48.6 HS Inv. Rating Method
2 HS Inv. Method
35.8 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
33680 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1606 Max Measured Clearance
1701 Min Measured Clearance
1700 NBI Rating
19986 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
4 Lft. Curb SW
0 Rt. Curb SW
0 Description
94ft.-100ft. CONT. BOX G Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7218 0300WX H Index
97.9168 Latitude
35:59:17.11 Longitude
-96:00:42.75 I257A
1 I257B
1 I257C
1 I257D
0 I257E
0 I263
2 Roadway Name
U.S. 75 SB Scour
N Design Structure
5 - Box Beam or Girders - Multiple FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
19986 Vault Link
http://plansrv1/bridgemaintvault/b19986 GIS FO/SD
Meets Standards H Inv. Method
35.7 Latitude DD
35.988086 Longitude DD
-96.011875 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
19821 x
-10687993.0351074 y
4298982.1478265 |
|||||||||||||||||||||||||||||||||||||
| 19985 | 1612 0115 X | 19985 | Comanche | U.S. 277 | EAST CACHE CREEK | 1612 0115 X | 3-65ft. PRESTRESSED CONC. BM. SPANS | 1981 | 34.78238333 | -98.36692222 | 196.85 | 42.979 | — | 3 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95.2 | Good (7) | Very good (8) | Good (7) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 3500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19820 BRKEY
19985 NBI No.
19985 On Under
1 Structure No.
1612 0115 X Control No.
012 Lane Ind.
Milepoint
01150 Facility Carried
U.S. 277 Feature Intersected
EAST CACHE CREEK Division
07 County
031 Location
1.1 MI.E. JCT. US62 Sufficiency
95.2 Kind Hwy
2 Level Service
1 Route No.
00277 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1981 ADT Total
3500 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
30 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
196.85 Deck Width
42.979 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
8 Super Rating
7 Sub Rating
8 Chan. Rating
7 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
73 HS Inv. Rating Method
1 HS Inv. Method
43 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5600 Future ADT Year
2042 Bypass Detour
18.019764 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
19985 ODOT County
16 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
5 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-65ft. PRESTRESSED CONC. BM. SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1612 0115 X H Index
89.4083 Latitude
34:46:56.58 Longitude
-98:22:00.92 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 277 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
045 NBI Text
19985 Vault Link
http://plansrv1/bridgemaintvault/b19985 GIS FO/SD
Meets Standards H Inv. Method
32 Latitude DD
34.78238333 Longitude DD
-98.36692222 ODOT County Number
16 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
19820 x
-10950155.6924319 y
4134347.09208709 |
|||||||||||||||||||||||||||||||||||||
| 19984 | 6103 0490 X | 19984 | Pittsburg | ELECTRIC AVE | U.S. 69 UNDER | 6103 0490 X | (2) 95ft. PC BEAM SK 4° | 1981 | 34.93888889 | -95.73194444 | 191.929 | 58.999 | — | 2 | 4 | 4 | 56.001 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 92.8 | Satisfactory (6) | Good (7) | Satisfactory (6) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 16 - Minor Arterial (Urban) | C | 4200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19819 BRKEY
19984 NBI No.
19984 On Under
1 Structure No.
6103 0490 X Control No.
Lane Ind.
Milepoint
Facility Carried
ELECTRIC AVE Feature Intersected
U.S. 69 UNDER Division
02 County
121 Location
1.0 n of 270 Sufficiency
92.8 Kind Hwy
5 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
56.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
16 - Minor Arterial (Urban) Year Built
1981 ADT Total
4200 ADT Year
2022 Design Load
HS 20 Skew
4 No. Main Spans
2 Road Width
56.001 Ref. Underclearance Rt.
H Underclearance Right
12.001 Underclearance Left
15.331 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
50 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
191.929 Deck Width
58.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
6 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
5 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
66.4 HS Inv. Rating Method
1 HS Inv. Method
39.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6720 Future ADT Year
2042 Bypass Detour
9.941939 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
1600 Max Measured Clearance
1608 Min Measured Clearance
1511 NBI Rating
19984 ODOT County
61 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
4 Lft. Curb SW
0 Rt. Curb SW
0 Description
(2) 95ft. PC BEAM SK 4° Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6103 0490 X H Index
96.0501 Latitude
34:56:20 Longitude
-95:43:55 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
ELECTRIC AVE Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
018 NBI Text
19984 Vault Link
http://plansrv1/bridgemaintvault/b19984 GIS FO/SD
Meets Standards H Inv. Method
25.9 Latitude DD
34.93888889 Longitude DD
-95.73194444 ODOT County Number
61 Maint. Dist.
2 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
19819 x
-10656831.3077108 y
4155579.48634027 |
|||||||||||||||||||||||||||||||||||||
| 19981 | 7285 0997 X | 19981 | Tulsa | S.H. 51 | FISHER CREEK | 7285 0997 X | 50ft.-60ft.-50ft. PRESTRES | 1981 | 36.12185833 | -96.12443889 | 160.105 | 55 | — | 3 | 0 | 4 | 52.001 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 76.7 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 16 - Minor Arterial (Urban) | B | 9100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19798 BRKEY
19981 NBI No.
19981 On Under
1 Structure No.
7285 0997 X Control No.
085 Lane Ind.
Milepoint
09970 Facility Carried
S.H. 51 Feature Intersected
FISHER CREEK Division
08 County
143 Location
0.4 MI W JCT SH 97 Sufficiency
76.7 Kind Hwy
3 Level Service
1 Route No.
00051 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
52.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
16 - Minor Arterial (Urban) Year Built
1981 ADT Total
9100 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
52.001 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
160.105 Deck Width
55 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
55 HS Inv. Rating Method
3 HS Inv. Method
42.8 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
14560 Future ADT Year
2042 Bypass Detour
6.213712 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
19981 ODOT County
72 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
4 Lft. Curb SW
0 Rt. Curb SW
0 Description
50ft.-60ft.-50ft. PRESTRES Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7285 0997 X H Index
96.6992 Latitude
36:07:18.69 Longitude
-96:07:27.98 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 51 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
19981 Vault Link
http://plansrv1/bridgemaintvault/b19981 GIS FO/SD
Meets Standards H Inv. Method
42.7 Latitude DD
36.12185833 Longitude DD
-96.12443889 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
19798 x
-10700523.5900239 y
4317401.8712049 |
|||||||||||||||||||||||||||||||||||||
| 19980 | 3610 0652EX | 19980 | Kay | U.S. 77 NB | BNSF R.R. UNDER | 3610 0652EX | 3-55ft. PRESTRESSED CONC BM SPANS SK. 49 DEG 50ft. | 1981 | 36.77381944 | -97.06495 | 168.281 | 43.75 | — | 3 | 41 | 2 | 40.748 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.7 | Satisfactory (6) | Fair (5) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 4150 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19797 BRKEY
19980 NBI No.
19980 On Under
1 Structure No.
3610 0652EX Control No.
010 Lane Ind.
E Milepoint
06520 Facility Carried
U.S. 77 NB Feature Intersected
BNSF R.R. UNDER Division
04 County
071 Location
4.6 MI N US 60 Sufficiency
97.7 Kind Hwy
2 Level Service
1 Route No.
00077 Service Type On
1 Service Type Off
2 Vertical Clearance
N Horizontal Clearance
40.748 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
1981 ADT Total
4150 ADT Year
2022 Design Load
HS 20 Skew
41 No. Main Spans
3 Road Width
40.748 Ref. Underclearance Rt.
R Underclearance Right
17.251 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
41.998 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
168.281 Deck Width
43.75 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
7 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
54 HS Inv. Rating Method
1 HS Inv. Method
33 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6640 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
2203 Max Measured Clearance
2206 Min Measured Clearance
2206 NBI Rating
19980 ODOT County
36 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
4 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-55ft. PRESTRESSED CONC BM SPANS SK. 49 DEG 50ft. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3610 0652EX H Index
96.7923 Latitude
36:46:25.75 Longitude
-97:03:53.82 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 77 NB Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
19980 Vault Link
http://plansrv1/bridgemaintvault/b19980 GIS FO/SD
Meets Standards H Inv. Method
25 Latitude DD
36.77381944 Longitude DD
-97.06495 ODOT County Number
36 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
19797 x
-10805220.8078746 y
4407626.85126117 |
|||||||||||||||||||||||||||||||||||||
| 19976 | 4010 0629 X | 19976 | Le Flore | U.S. 270 | CASTON CREEK | 4010 0629 X | 50ft. - 55ft. - 50ft. PC BEAM | 1981 | 34.96020833 | -94.81939722 | 157.001 | 45.699 | — | 3 | 0 | 2 | 42.7 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 85.1 | Good (7) | Satisfactory (6) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 3700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19775 BRKEY
19976 NBI No.
19976 On Under
1 Structure No.
4010 0629 X Control No.
010 Lane Ind.
Milepoint
06290 Facility Carried
U.S. 270 Feature Intersected
CASTON CREEK Division
02 County
079 Location
6.29 E LATIMER C/L Sufficiency
85.1 Kind Hwy
2 Level Service
1 Route No.
00270 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
42.7 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1981 ADT Total
3700 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
42.7 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
157.001 Deck Width
45.699 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
6 Super Rating
7 Sub Rating
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
56 HS Inv. Rating Method
1 HS Inv. Method
34 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5920 Future ADT Year
2042 Bypass Detour
49.709695 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
19976 ODOT County
40 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
50ft. - 55ft. - 50ft. PC BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4010 0629 X H Index
96.5716 Latitude
34:57:36.75 Longitude
-94:49:09.83 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
067 NBI Text
19976 Vault Link
http://plansrv1/bridgemaintvault/b19976 GIS FO/SD
Meets Standards H Inv. Method
26 Latitude DD
34.96020833 Longitude DD
-94.81939722 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
19775 x
-10555247.0158555 y
4158474.92901144 |
|||||||||||||||||||||||||||||||||||||
| 19975 | 5106 0570SX | 19975 | Muskogee | U.S. 62 EB | UP R.R. UNDER | 5106 0570SX | 3-50-FT PRESTRESSED CO | 1981 | 35.78211944 | -95.24297778 | 151.903 | 43.701 | — | 3 | 0 | 2 | 40.699 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 92.1 | Satisfactory (6) | Satisfactory (6) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 16 - Minor Arterial (Urban) | C | 8800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19774 BRKEY
19975 NBI No.
19975 On Under
1 Structure No.
5106 0570SX Control No.
006 Lane Ind.
S Milepoint
05700 Facility Carried
U.S. 62 EB Feature Intersected
UP R.R. UNDER Division
01 County
101 Location
5.7 MI E JCT SH 16 Sufficiency
92.1 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
2 Vertical Clearance
N Horizontal Clearance
40.699 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
16 - Minor Arterial (Urban) Year Built
1981 ADT Total
8800 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
40.699 Ref. Underclearance Rt.
R Underclearance Right
21.699 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
62.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
151.903 Deck Width
43.701 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
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
9 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
52 HS Inv. Rating Method
1 HS Inv. Method
31 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
14080 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
2404 Min Measured Clearance
2404 NBI Rating
19975 ODOT County
51 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
4 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-50-FT PRESTRESSED CO Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5106 0570SX H Index
98.0541 Latitude
35:46:55.63 Longitude
-95:14:34.72 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 62 EB Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
19975 Vault Link
http://plansrv1/bridgemaintvault/b19975 GIS FO/SD
Meets Standards H Inv. Method
24 Latitude DD
35.78211944 Longitude DD
-95.24297778 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
19774 x
-10602399.7881047 y
4270682.60998471 |
|||||||||||||||||||||||||||||||||||||
| 19974 | 5106 0570NX | 19974 | Muskogee | U.S. 62 WB | UP R.R. UNDER | 5106 0570NX | 3-50-FT PRESTRESSED CO | 1981 | 35.78245 | -95.24318611 | 151.903 | 43.701 | — | 3 | 0 | 2 | 40.699 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 81 | Fair (5) | Satisfactory (6) | Good (7) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 16 - Minor Arterial (Urban) | C | 8450 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19773 BRKEY
19974 NBI No.
19974 On Under
1 Structure No.
5106 0570NX Control No.
006 Lane Ind.
N Milepoint
05700 Facility Carried
U.S. 62 WB Feature Intersected
UP R.R. UNDER Division
01 County
101 Location
5.7 MI E JCT SH 16 Sufficiency
81 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
2 Vertical Clearance
N Horizontal Clearance
40.699 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
16 - Minor Arterial (Urban) Year Built
1981 ADT Total
8450 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
40.699 Ref. Underclearance Rt.
R Underclearance Right
20.299 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
62.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
151.903 Deck Width
43.701 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
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
7 Underclearance
9 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
52 HS Inv. Rating Method
1 HS Inv. Method
31 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
13520 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
2307 Min Measured Clearance
2307 NBI Rating
19974 ODOT County
51 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
4 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-50-FT PRESTRESSED CO Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5106 0570NX H Index
94.653 Latitude
35:46:56.82 Longitude
-95:14:35.47 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 62 WB 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
19974 Vault Link
http://plansrv1/bridgemaintvault/b19974 GIS FO/SD
Meets Standards H Inv. Method
24 Latitude DD
35.78245 Longitude DD
-95.24318611 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
19773 x
-10602422.9792942 y
4270727.96963199 |
|||||||||||||||||||||||||||||||||||||
| 19877 | 4706 1418 X | 19877 | Major | U.S. 60 | CREEK | 4706 1418 X | 3-8ft.X 5ft.X 86ft. R.C.BO | 1981 | 36.39043889 | -98.18765833 | 25.919 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 95.1 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 6500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19765 BRKEY
19877 NBI No.
19877 On Under
1 Structure No.
4706 1418 X Control No.
006 Lane Ind.
Milepoint
14180 Facility Carried
U.S. 60 Feature Intersected
CREEK Division
06 County
093 Location
3.3 MI E OF SH 58 Sufficiency
95.1 Kind Hwy
2 Level Service
1 Route No.
00060 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
86.001 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
1981 ADT Total
6500 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
3 Appr. Roadway Width
37.999 Span Type Main
M Material
1 - Concrete Design
19 Length
25.919 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 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
10400 Future ADT Year
2042 Bypass Detour
9.941939 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
19877 ODOT County
47 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-8ft.X 5ft.X 86ft. R.C.BO Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4706 1418 X H Index
94.72 Latitude
36:23:25.58 Longitude
-98:11:15.57 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 60 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
19877 Vault Link
http://plansrv1/bridgemaintvault/b19877 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
36.39043889 Longitude DD
-98.18765833 ODOT County Number
47 Maint. Dist.
6 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
19765 x
-10930200.1274795 y
4354479.01297037 |
|||||||||||||||||||||||||||||||||||||
| 20158 | 6618 1156 X | 20158 | Rogers | U.S. 412 | CREEK | 6618 1156 X | 13-17-13X9X233RCB | 1982 | 36.16848611 | -95.52681944 | 45.932 | 0 | — | 3 | 0 | 5 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 73.7 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 18300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19761 BRKEY
20158 NBI No.
20158 On Under
1 Structure No.
6618 1156 X Control No.
018 Lane Ind.
Milepoint
11560 Facility Carried
U.S. 412 Feature Intersected
CREEK Division
08 County
131 Location
12.8 MI E I-44 Sufficiency
73.7 Kind Hwy
2 Level Service
1 Route No.
00412 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1982 ADT Total
18300 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
6 Appr. Roadway Width
37.999 Span Type Main
M Material
1 - Concrete Design
19 Length
45.932 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 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
29280 Future ADT Year
2042 Bypass Detour
4.97097 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
20158 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
13-17-13X9X233RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6618 1156 X H Index
95.085 Latitude
36:10:06.55 Longitude
-95:31:36.55 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 412 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
20158 Vault Link
http://plansrv1/bridgemaintvault/b20158 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
36.16848611 Longitude DD
-95.52681944 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
19761 x
-10633996.8971618 y
4323829.6354571 |
|||||||||||||||||||||||||||||||||||||
| 20157 | 1037 0737 X | 20157 | Carter | U.S. 70 | FOURCHE CREEK | 1037 0737 X | (3) 15ft. X 8ft. X 163ft. RCB | 1982 | 34.11396111 | -97.032525 | 47.9 | 0 | — | 3 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 79.8 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 5700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19760 BRKEY
20157 NBI No.
20157 On Under
1 Structure No.
1037 0737 X Control No.
037 Lane Ind.
Milepoint
07370 Facility Carried
U.S. 70 Feature Intersected
FOURCHE CREEK Division
07 County
019 Location
7.3 MI E JCT I-35 Sufficiency
79.8 Kind Hwy
2 Level Service
1 Route No.
00070 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1982 ADT Total
5700 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
4 Appr. Roadway Width
80 Span Type Main
M Material
1 - Concrete Design
19 Length
47.9 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 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
9120 Future ADT Year
2042 Bypass Detour
9.941939 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
20157 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) 15ft. X 8ft. X 163ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1037 0737 X H Index
98.3797 Latitude
34:06:50.26 Longitude
-97:01:57.09 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 70 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
082 NBI Text
20157 Vault Link
http://plansrv1/bridgemaintvault/b20157 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
34.11396111 Longitude DD
-97.032525 ODOT County Number
10 Maint. Dist.
7 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
19760 x
-10801611.2733856 y
4044114.5028584 |
|||||||||||||||||||||||||||||||||||||
| 20156 | 5118 0273 X | 20156 | Muskogee | U.S. 69 | CREEK | 5118 0273 X | 4-10ft.X 4ft.X 228ft. R.C. | 1982 | 35.79483333 | -95.40210833 | 43.963 | 0 | — | 4 | 15 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 70 | 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 | 18000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19759 BRKEY
20156 NBI No.
20156 On Under
1 Structure No.
5118 0273 X Control No.
018 Lane Ind.
Milepoint
02730 Facility Carried
U.S. 69 Feature Intersected
CREEK Division
01 County
101 Location
2.7 MI N JCT US 62 Sufficiency
70 Kind Hwy
2 Level Service
1 Route No.
00069 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
77.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1982 ADT Total
18000 ADT Year
2022 Design Load
HS 20 Skew
15 No. Main Spans
4 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
FG Appr. Roadway Width
77.999 Span Type Main
M Material
1 - Concrete Design
19 Length
43.963 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
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
28800 Future ADT Year
2042 Bypass Detour
18.499999 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
20156 ODOT County
51 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
4-10ft.X 4ft.X 228ft. R.C. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5118 0273 X H Index
100 Latitude
35:47:41.4 Longitude
-95:24:07.59 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 69 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
20156 Vault Link
http://plansrv1/bridgemaintvault/b20156 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
35.79483333 Longitude DD
-95.40210833 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
19759 x
-10620114.1199003 y
4272427.35373208 |
|||||||||||||||||||||||||||||||||||||
| 19969 | 4010 0753 X | 19969 | Le Flore | U.S. 270 | LITTLE CASTON CREEK | 4010 0753 X | (3) 45ft. PC BEAM | 1981 | 34.96540278 | -94.79895556 | 137.001 | 45.699 | — | 3 | 0 | 2 | 42.7 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 81.8 | Good (7) | Satisfactory (6) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 4900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19750 BRKEY
19969 NBI No.
19969 On Under
1 Structure No.
4010 0753 X Control No.
010 Lane Ind.
Milepoint
07530 Facility Carried
U.S. 270 Feature Intersected
LITTLE CASTON CREEK Division
02 County
079 Location
7.53 E LATIMER C/L Sufficiency
81.8 Kind Hwy
2 Level Service
1 Route No.
00270 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
42.7 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1981 ADT Total
4900 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
42.7 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
137.001 Deck Width
45.699 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
6 Super Rating
7 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
52 HS Inv. Rating Method
1 HS Inv. Method
31 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
7840 Future ADT Year
2042 Bypass Detour
49.709695 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
19969 ODOT County
40 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
(3) 45ft. PC BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4010 0753 X H Index
98.2353 Latitude
34:57:55.45 Longitude
-94:47:56.24 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
068 NBI Text
19969 Vault Link
http://plansrv1/bridgemaintvault/b19969 GIS FO/SD
Meets Standards H Inv. Method
24 Latitude DD
34.96540278 Longitude DD
-94.79895556 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
19750 x
-10552971.4606734 y
4159180.51344304 |
|||||||||||||||||||||||||||||||||||||
| 19967 | 0824 0513 X | 19967 | Caddo | S.H. 152 | LAKE CREEK O'FLOW | 0824 0513 X | 3-40ft. I-BEAM SPANS | 1981 | 35.29066667 | -98.53248889 | 120.079 | 42.999 | — | 3 | 0 | 2 | 40 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95.3 | Very good (8) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19748 BRKEY
19967 NBI No.
19967 On Under
1 Structure No.
0824 0513 X Control No.
024 Lane Ind.
Milepoint
05130 Facility Carried
S.H. 152 Feature Intersected
LAKE CREEK O'FLOW Division
07 County
015 Location
2.1 MI E JCT SH 58 Sufficiency
95.3 Kind Hwy
3 Level Service
1 Route No.
00152 Service Type On
1 Service Type Off
9 Vertical Clearance
N Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1981 ADT Total
1300 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
3 - Steel Design
02 Length
120.079 Deck Width
42.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
62.8 HS Inv. Rating Method
3 HS Inv. Method
48.4 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
2080 Future ADT Year
2042 Bypass Detour
45.981468 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
19967 ODOT County
08 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-40ft. I-BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0824 0513 X H Index
86.1181 Latitude
35:17:26.4 Longitude
-98:31:56.96 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 152 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
71 NBI Text
19967 Vault Link
http://plansrv1/bridgemaintvault/b19967 GIS FO/SD
Meets Standards H Inv. Method
48.3 Latitude DD
35.29066667 Longitude DD
-98.53248889 ODOT County Number
8 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
19748 x
-10968586.4898287 y
4203452.07730064 |
|||||||||||||||||||||||||||||||||||||
| 19966 | 2122 0137 X | 19966 | Delaware | S.H. 20 | BRUSH CREEK | 2122 0137 X | 41.75FT-41.00FT-41.75FT PRESTRESSED CONC BM. SPANS | 1981 | 36.42190278 | -94.76664722 | 124.5 | 30 | — | 3 | 0 | 2 | 28 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 77.6 | 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 | 2300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19747 BRKEY
19966 NBI No.
19966 On Under
1 Structure No.
2122 0137 X Control No.
022 Lane Ind.
Milepoint
01370 Facility Carried
S.H. 20 Feature Intersected
BRUSH CREEK Division
08 County
041 Location
1.4 MI E US59 Sufficiency
77.6 Kind Hwy
3 Level Service
1 Route No.
00020 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
28 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1981 ADT Total
2300 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
28 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
32 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
124.5 Deck Width
30 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
8 Super Rating
8 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
57 HS Inv. Rating Method
1 HS Inv. Method
34 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3680 Future ADT Year
2042 Bypass Detour
34.175415 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
19966 ODOT County
21 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
41.75FT-41.00FT-41.75FT PRESTRESSED CONC BM. SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2122 0137 X H Index
90.9443 Latitude
36:25:18.85 Longitude
-94:45:59.93 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 20 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
19966 Vault Link
http://plansrv1/bridgemaintvault/b19966 GIS FO/SD
Meets Standards H Inv. Method
27 Latitude DD
36.42190278 Longitude DD
-94.76664722 ODOT County Number
21 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
19747 x
-10549374.9127162 y
4358830.91936607 |
|||||||||||||||||||||||||||||||||||||
| 19876 | 7280R1350SXR | 19876 | Tulsa | S.H. 51 RAMP | CREEK | 7280R1350SXR | 3-10ft.X 4ft.X 368 R.C.B | 1981 | 36.06037222 | -95.77306389 | 25.919 | 0 | — | 3 | 0 | 10 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 82 | 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 | 12 - Principal Arterial Other Fwy/Expy (Urban) | B | 20000 | 2002 | 5 | Unmatched |
|
Raw data
OBJECTID
19746 BRKEY
19876 NBI No.
19876 On Under
1 Structure No.
7280R1350SXR Control No.
080 Lane Ind.
S Milepoint
13500 Facility Carried
S.H. 51 RAMP Feature Intersected
CREEK Division
08 County
143 Location
7.3 MI SE JCT US 64 Sufficiency
82 Kind Hwy
3 Level Service
7 Route No.
00051 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
71.998 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
1981 ADT Total
20000 ADT Year
2002 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
10 Fill RCB
07 Appr. Roadway Width
71.998 Span Type Main
M Material
1 - Concrete Design
19 Length
25.919 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.
8 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
7 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
48.612 HS Inv. Rating Method
2 HS Inv. Method
35.715 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
32000 Future ADT Year
2022 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
19876 ODOT County
72 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 4ft.X 368 R.C.B Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
R Alt. Structure Name
7280R1350SXR H Index
100 Latitude
36:03:37.34 Longitude
-95:46:23.03 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
S.H. 51 RAMP Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
7 - Ramp, Wye, Connector, etc. Historical Significance
5 Local Bridge ID
-1 NBI Text
19876 Vault Link
http://plansrv1/bridgemaintvault/b19876 GIS FO/SD
Meets Standards H Inv. Method
35.715 Latitude DD
36.06037222 Longitude DD
-95.77306389 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
19746 x
-10661408.7039465 y
4308931.6793493 |
|||||||||||||||||||||||||||||||||||||
| 19875 | 7280R1070NXR | 19875 | Tulsa | S.H. 51 RAMP | CREEK | 7280R1070NXR | 2-10ft.X6ft.X84ft. RCB | 1981 | 36.08021944 | -95.81426389 | 21.982 | 0 | — | 2 | 60 | 1 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 97 | 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 | 12 - Principal Arterial Other Fwy/Expy (Urban) | B | 23000 | 2002 | 5 | Unmatched |
|
Raw data
OBJECTID
19745 BRKEY
19875 NBI No.
19875 On Under
1 Structure No.
7280R1070NXR Control No.
080 Lane Ind.
N Milepoint
10700 Facility Carried
S.H. 51 RAMP Feature Intersected
CREEK Division
08 County
143 Location
2.8 MI E US-169 Sufficiency
97 Kind Hwy
3 Level Service
7 Route No.
00051 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
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
1981 ADT Total
23000 ADT Year
2002 Design Load
HS 20 Skew
60 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
1 Fill RCB
05 Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
21.982 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.
0 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
7 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
48.612 HS Inv. Rating Method
2 HS Inv. Method
35.715 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
36800 Future ADT Year
2022 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
19875 ODOT County
72 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X6ft.X84ft. RCB Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
R Alt. Structure Name
7280R1070NXR H Index
50.1395 Latitude
36:04:48.79 Longitude
-95:48:51.35 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
S.H. 51 RAMP Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
7 - Ramp, Wye, Connector, etc. Historical Significance
5 Local Bridge ID
-1 NBI Text
19875 Vault Link
http://plansrv1/bridgemaintvault/b19875 GIS FO/SD
Meets Standards H Inv. Method
35.715 Latitude DD
36.08021944 Longitude DD
-95.81426389 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
19745 x
-10665995.0669671 y
4311665.06481218 |
|||||||||||||||||||||||||||||||||||||
| 19874 | 5106 0690 X | 19874 | Muskogee | U.S. 62 | WALKER BRANCH | 5106 0690 X | 2-10ft.X 6ft.X 222ft. R.C. | 1981 | 35.79413056 | -95.22194444 | 21.982 | 0 | — | 2 | 12 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 70 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 13600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19744 BRKEY
19874 NBI No.
19874 On Under
1 Structure No.
5106 0690 X Control No.
006 Lane Ind.
Milepoint
06900 Facility Carried
U.S. 62 Feature Intersected
WALKER BRANCH Division
01 County
101 Location
6.9 MI E JCT SH 16 Sufficiency
70 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
76.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1981 ADT Total
13600 ADT Year
2022 Design Load
HS 20 Skew
12 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
8 Appr. Roadway Width
76.001 Span Type Main
M Material
1 - Concrete Design
19 Length
21.982 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
80.9 HS Inv. Rating Method
1 HS Inv. Method
48.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
21760 Future ADT Year
2042 Bypass Detour
29.204446 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
19874 ODOT County
51 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 6ft.X 222ft. R.C. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5106 0690 X H Index
81.2882 Latitude
35:47:38.87 Longitude
-95:13:19 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 62 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
19874 Vault Link
http://plansrv1/bridgemaintvault/b19874 GIS FO/SD
Meets Standards H Inv. Method
34.7 Latitude DD
35.79413056 Longitude DD
-95.22194444 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
19744 x
-10600058.3674062 y
4272330.9043979 |
|||||||||||||||||||||||||||||||||||||
| 19873 | 5106 0540 X | 19873 | Muskogee | U.S. 62 | CREEK | 5106 0540 X | 3-8ft.X 6ft.X 192ft. R.C.B | 1981 | 35.77976667 | -95.24829444 | 26.903 | 0 | — | 3 | 10 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 69.6 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 16 - Minor Arterial (Urban) | C | 17600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19743 BRKEY
19873 NBI No.
19873 On Under
1 Structure No.
5106 0540 X Control No.
006 Lane Ind.
Milepoint
05400 Facility Carried
U.S. 62 Feature Intersected
CREEK Division
01 County
101 Location
5.4 MI E JCT SH 16 Sufficiency
69.6 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
76.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
16 - Minor Arterial (Urban) Year Built
1981 ADT Total
17600 ADT Year
2022 Design Load
HS 20 Skew
10 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
6 Appr. Roadway Width
76.001 Span Type Main
M Material
1 - Concrete Design
19 Length
26.903 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 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
28160 Future ADT Year
2042 Bypass Detour
52.19518 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
19873 ODOT County
51 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-8ft.X 6ft.X 192ft. R.C.B Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5106 0540 X H Index
96.2523 Latitude
35:46:47.16 Longitude
-95:14:53.86 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 62 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
19873 Vault Link
http://plansrv1/bridgemaintvault/b19873 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
35.77976667 Longitude DD
-95.24829444 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
19743 x
-10602991.6359886 y
4270359.76688141 |
|||||||||||||||||||||||||||||||||||||
| 19872 | 1037 0387 X | 19872 | Carter | U.S. 70 | CREEK | 1037 0387 X | (2) 10ft. X 7ft. X 161ft. RCB | 1981 | 34.13126111 | -97.08691944 | 21.982 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 95.5 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 6000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19742 BRKEY
19872 NBI No.
19872 On Under
1 Structure No.
1037 0387 X Control No.
037 Lane Ind.
Milepoint
03870 Facility Carried
U.S. 70 Feature Intersected
CREEK Division
07 County
019 Location
3.8 MI E JCT I-35 Sufficiency
95.5 Kind Hwy
2 Level Service
1 Route No.
00070 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
97.001 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
1981 ADT Total
6000 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
4 Appr. Roadway Width
80 Span Type Main
M Material
1 - Concrete Design
19 Length
21.982 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
9600 Future ADT Year
2042 Bypass Detour
9.941939 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
19872 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
(2) 10ft. X 7ft. X 161ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1037 0387 X H Index
98.68 Latitude
34:07:52.54 Longitude
-97:05:12.91 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 70 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
080 NBI Text
19872 Vault Link
http://plansrv1/bridgemaintvault/b19872 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
34.13126111 Longitude DD
-97.08691944 ODOT County Number
10 Maint. Dist.
7 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
19742 x
-10807666.4347484 y
4046440.83340942 |
|||||||||||||||||||||||||||||||||||||
| 19871 | 1037 0298 X | 19871 | Carter | U.S. 70 | CREEK | 1037 0298 X | (2) 12ft. X 12ft. X 152ft. RCB | 1981 | 34.13481111 | -97.10457222 | 26.903 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 95.5 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 6000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19741 BRKEY
19871 NBI No.
19871 On Under
1 Structure No.
1037 0298 X Control No.
037 Lane Ind.
Milepoint
02980 Facility Carried
U.S. 70 Feature Intersected
CREEK Division
07 County
019 Location
2.9 MI E JCT I-35 Sufficiency
95.5 Kind Hwy
2 Level Service
1 Route No.
00070 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1981 ADT Total
6000 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
4 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
26.903 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
9600 Future ADT Year
2042 Bypass Detour
9.941939 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
19871 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
(2) 12ft. X 12ft. X 152ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1037 0298 X H Index
97.473 Latitude
34:08:05.32 Longitude
-97:06:16.46 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 70 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
078 NBI Text
19871 Vault Link
http://plansrv1/bridgemaintvault/b19871 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
34.13481111 Longitude DD
-97.10457222 ODOT County Number
10 Maint. Dist.
7 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
19741 x
-10809631.5332291 y
4046918.26068604 |
|||||||||||||||||||||||||||||||||||||
| 20155 | 5118 0266 X | 20155 | Muskogee | U.S. 69 | CREEK | 5118 0266 X | (13ft.-17ft.-13ft.)X 9ft.X 213 | 1982 | 35.79379167 | -95.40243056 | 46.916 | 0 | — | 3 | 15 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 70 | 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 | 18000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19740 BRKEY
20155 NBI No.
20155 On Under
1 Structure No.
5118 0266 X Control No.
018 Lane Ind.
Milepoint
02660 Facility Carried
U.S. 69 Feature Intersected
CREEK Division
01 County
101 Location
2.6 MI N JCT US 62 Sufficiency
70 Kind Hwy
2 Level Service
1 Route No.
00069 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
77.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1982 ADT Total
18000 ADT Year
2022 Design Load
HS 20 Skew
15 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
FG Appr. Roadway Width
77.999 Span Type Main
M Material
1 - Concrete Design
19 Length
46.916 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
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
6 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
28800 Future ADT Year
2042 Bypass Detour
18.499999 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
20155 ODOT County
51 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(13ft.-17ft.-13ft.)X 9ft.X 213 Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5118 0266 X H Index
66.7872 Latitude
35:47:37.65 Longitude
-95:24:08.75 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 69 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
20155 Vault Link
http://plansrv1/bridgemaintvault/b20155 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
35.79379167 Longitude DD
-95.40243056 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
19740 x
-10620149.9903798 y
4272284.39487044 |
|||||||||||||||||||||||||||||||||||||
| 20154 | 5706 0066 X | 20154 | Osage | U.S. 60 | SOLDIER CREEK | 5706 0066 X | (12ft.-14ft.-12ft.)X 12ft.X | 1982 | 36.67876111 | -96.31332222 | 41.995 | 0 | — | 3 | 0 | 2 | 0 | 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 | 02 - Principal Arterial Other (Rural) | C | 2600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19739 BRKEY
20154 NBI No.
20154 On Under
1 Structure No.
5706 0066 X Control No.
006 Lane Ind.
Milepoint
00660 Facility Carried
U.S. 60 Feature Intersected
SOLDIER CREEK Division
08 County
113 Location
0.6 MI. N. JCT. SH11 Sufficiency
94.7 Kind Hwy
2 Level Service
1 Route No.
00060 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1982 ADT Total
2600 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
40 Span Type Main
M Material
1 - Concrete Design
19 Length
41.995 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4160 Future ADT Year
2042 Bypass Detour
11.806053 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
N Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
20154 ODOT County
57 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 Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5706 0066 X H Index
92.4826 Latitude
36:40:43.54 Longitude
-96:18:47.96 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 60 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
20154 Vault Link
http://plansrv1/bridgemaintvault/b20154 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
36.67876111 Longitude DD
-96.31332222 ODOT County Number
57 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
19739 x
-10721549.9861389 y
4394424.31877801 |
|||||||||||||||||||||||||||||||||||||
| 19961 | 5509 0250EXF | 19961 | Oklahoma | I-35 FRONTAGE RD. | HARRISON CREEK | 5509 0250EXF | 100ft. P. C BEAM SPAN SK. 75 DEG. W/ 4ft. SIDEWALK ON RIGHT | 1981 | 35.575475 | -97.444519 | 102.07 | 35.335 | — | 1 | 15 | 2 | 28.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 90.4 | Satisfactory (6) | Good (7) | Very good (8) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | A | 900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19724 BRKEY
19961 NBI No.
19961 On Under
1 Structure No.
5509 0250EXF Control No.
009 Lane Ind.
E Milepoint
02500 Facility Carried
I-35 FRONTAGE RD. Feature Intersected
HARRISON CREEK Division
04 County
109 Location
2.5 MI N I-44 Sufficiency
90.4 Kind Hwy
2 Level Service
8 Route No.
00035 Service Type On
5 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
28.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1981 ADT Total
900 ADT Year
2022 Design Load
HS 20 Skew
15 No. Main Spans
1 Road Width
28.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
28.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
102.07 Deck Width
35.335 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
4 Deck Rating
7 Super Rating
8 Sub Rating
6 Chan. Rating
6 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
101 HS Inv. Rating Method
1 HS Inv. Method
39 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1440 Future ADT Year
2042 Bypass Detour
5 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
19961 ODOT County
55 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
4 Lft. Curb SW
0 Rt. Curb SW
3.999 Description
100ft. P. C BEAM SPAN SK. 75 DEG. W/ 4ft. SIDEWALK ON RIGHT Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
F Alt. Structure Name
5509 0250EXF H Index
92.2738 Latitude
35:34:31.71 Longitude
-97:26:40.27 I257A
0 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-35 FRONTAGE RD. Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
8 - Service and/or unclassified frontage road Historical Significance
5 Local Bridge ID
NBI Text
19961 Vault Link
http://plansrv1/bridgemaintvault/b19961 GIS FO/SD
Meets Standards H Inv. Method
26 Latitude DD
35.575475 Longitude DD
-97.444519 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
19724 x
-10847474.2356755 y
4242363.52133554 |
|||||||||||||||||||||||||||||||||||||
| 20051 | 6618 1203SXR | 20051 | Rogers | U.S. 412 RAMPS | CREEK | 6618 1203SXR | 2-12X10X300 RCB SK60 | 1982 | 36.16763611 | -95.52071667 | 27.001 | 0 | — | 2 | 30 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 95.9 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 4850 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19709 BRKEY
20051 NBI No.
20051 On Under
1 Structure No.
6618 1203SXR Control No.
018 Lane Ind.
S Milepoint
12030 Facility Carried
U.S. 412 RAMPS Feature Intersected
CREEK Division
08 County
131 Location
100' W OF SH 88 Sufficiency
95.9 Kind Hwy
2 Level Service
7 Route No.
00412 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
20 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
1982 ADT Total
4850 ADT Year
2022 Design Load
HS 20 Skew
30 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
20 Appr. Roadway Width
20 Span Type Main
M Material
1 - Concrete Design
19 Length
27.001 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
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.1 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
7760 Future ADT Year
2042 Bypass Detour
2.999993 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
20051 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
2-12X10X300 RCB SK60 Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
R Alt. Structure Name
6618 1203SXR H Index
100 Latitude
36:10:03.49 Longitude
-95:31:14.58 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 412 RAMP Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
7 - Ramp, Wye, Connector, etc. Historical Significance
5 Local Bridge ID
-1 NBI Text
20051 Vault Link
http://plansrv1/bridgemaintvault/b20051 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
36.16763611 Longitude DD
-95.52071667 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
19709 x
-10633317.539913 y
4323712.42647897 |
|||||||||||||||||||||||||||||||||||||
| 20050 | 4010 1037 X | 20050 | Le Flore | U.S. 270 | CREEK | 4010 1037 X | (2) 10ft. X 5ft. X 80ft. RCB SK 15° | 1982 | 34.97151667 | -94.74985 | 23.799 | 0 | — | 2 | 15 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 89.6 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 4900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
19708 BRKEY
20050 NBI No.
20050 On Under
1 Structure No.
4010 1037 X Control No.
010 Lane Ind.
Milepoint
10370 Facility Carried
U.S. 270 Feature Intersected
CREEK Division
02 County
079 Location
10. E LATIMER C/L Sufficiency
89.6 Kind Hwy
2 Level Service
1 Route No.
00270 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
80 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1982 ADT Total
4900 ADT Year
2022 Design Load
HS 20 Skew
15 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
4 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
23.799 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
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
7840 Future ADT Year
2042 Bypass Detour
28.2 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
20050 ODOT County
40 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. X 5ft. X 80ft. RCB SK 15° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4010 1037 X H Index
99.34 Latitude
34:58:17.46 Longitude
-94:44:59.46 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 270 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
070 NBI Text
20050 Vault Link
http://plansrv1/bridgemaintvault/b20050 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
34.97151667 Longitude DD
-94.74985 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
19708 x
-10547505.054739 y
4160011.04666913 |