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 | |||||||||||||||||||||||||||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 15533 | 3237 0321 X | 15533 | Hughes | U.S. 270 | ABANDONED R/R UNDER | 3237 0321 X | 45ft.-50ft.-45ft. I-BM. SPANS SKEWED 70.43 | 1962 | 35.09713889 | -96.41582222 | 142.06 | 32.999 | — | 3 | 20 | 2 | 30.801 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 72.7 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15274 BRKEY
15533 NBI No.
15533 On Under
1 Structure No.
3237 0321 X Control No.
037 Lane Ind.
Milepoint
03210 Facility Carried
U.S. 270 Feature Intersected
ABANDONED R/R UNDER Division
03 County
063 Location
3.4 MI SE SEMINOLE CL Sufficiency
72.7 Kind Hwy
2 Level Service
1 Route No.
00270 Service Type On
1 Service Type Off
2 Vertical Clearance
_ Horizontal Clearance
30.801 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1962 ADT Total
5000 ADT Year
2022 Design Load
H 20 Skew
20 No. Main Spans
3 Road Width
30.801 Ref. Underclearance Rt.
R Underclearance Right
20.249 Underclearance Left
19.4 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
43.999 Span Type Main
M Material
3 - Steel Design
02 Length
142.06 Deck Width
32.999 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
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
4 Underclearance
9 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
74 HS Inv. Rating Method
1 HS Inv. Method
45 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2042 Bypass Detour
21.747992 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15533 ODOT County
32 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
45ft.-50ft.-45ft. I-BM. SPANS SKEWED 70.43 Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3237 0321 X H Index
99.3649 Latitude
35:05:49.7 Longitude
-96:24:56.96 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 270 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
15533 Vault Link
http://plansrv1/bridgemaintvault/b15533 GIS FO/SD
Meets Standards H Inv. Method
34 Latitude DD
35.09713889 Longitude DD
-96.41582222 ODOT County Number
32 Maint. Dist.
3 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
15274 x
-10732960.2339452 y
4177089.7792505 |
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| 15532 | 6740R0151 X | 15532 | Seminole | U.S. 270 | S.H. 59 UNDER | 6740 0151 X | 40ft.-65ft.-40ft. I-BM. SPANS SK41 DEG. 06ft.54ft. | 1962 | 35.14503611 | -96.52898611 | 147.966 | 31.001 | — | 3 | 49 | 2 | 28.251 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 59.7 | Fair (5) | Fair (5) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 3900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15273 BRKEY
15532 NBI No.
15532 On Under
1 Structure No.
6740R0151 X Control No.
040 Lane Ind.
Milepoint
01510 Facility Carried
U.S. 270 Feature Intersected
S.H. 59 UNDER Division
03 County
133 Location
US 270; @ JCT SH 59 Sufficiency
59.7 Kind Hwy
2 Level Service
1 Route No.
00270 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1962 ADT Total
3900 ADT Year
2022 Design Load
H 20 Skew
49 No. Main Spans
3 Road Width
28.251 Ref. Underclearance Rt.
H Underclearance Right
8.999 Underclearance Left
8.999 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
40 Span Type Main
M Material
3 - Steel Design
02 Length
147.966 Deck Width
31.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
5 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
45.746 HS Inv. Rating Method
1 HS Inv. Method
27.448 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6240 Future ADT Year
2042 Bypass Detour
4.97097 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
M Advanced Warning Sign
Y Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15532 ODOT County
67 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
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
40ft.-65ft.-40ft. I-BM. SPANS SK41 DEG. 06ft.54ft. Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6740 0151 X H Index
89.1444 Latitude
35:08:42.13 Longitude
-96:31:44.35 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
1 Roadway Name
U.S. 270 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
15532 Vault Link
http://plansrv1/bridgemaintvault/b15532 GIS FO/SD
Meets Standards H Inv. Method
21.385 Latitude DD
35.14503611 Longitude DD
-96.52898611 ODOT County Number
67 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
15273 x
-10745557.5805562 y
4183608.48144013 |
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| 15531 | 5308R1729 X | 15531 | Nowata | U.S. 169 | OPOSSUM CREEK O'FLOW | 5308 1729 X | 45ft.-40ft.-45ft. I-BM. SPANS | 1962 | 36.95261944 | -95.62897222 | 130.906 | 31.001 | — | 3 | 0 | 2 | 27.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 53.7 | Fair (5) | Fair (5) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 5700 | 2016 | 5 | Unmatched |
|
Raw data
OBJECTID
15272 BRKEY
15531 NBI No.
15531 On Under
1 Structure No.
5308R1729 X Control No.
008 Lane Ind.
Milepoint
17290 Facility Carried
U.S. 169 Feature Intersected
OPOSSUM CREEK O'FLOW Division
08 County
105 Location
17.1 MI N JCT US 60 Sufficiency
53.7 Kind Hwy
2 Level Service
1 Route No.
00169 Service Type On
1 Service Type Off
9 Vertical Clearance
_ Horizontal Clearance
27.999 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
1962 ADT Total
5700 ADT Year
2016 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
27.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
43.999 Span Type Main
M Material
3 - Steel Design
02 Length
130.906 Deck Width
31.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
5 Sub Rating
5 Chan. Rating
7 Culv. Rating
N Structure Rating
5 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
68.7 HS Inv. Rating Method
1 HS Inv. Method
41.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
9120 Future ADT Year
2036 Bypass Detour
47.845582 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
-1 Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15531 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
45ft.-40ft.-45ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5308 1729 X H Index
75.7254 Latitude
36:57:09.43 Longitude
-95:37:44.3 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 169 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
15531 Vault Link
http://plansrv1/bridgemaintvault/b15531 GIS FO/SD
Meets Standards H Inv. Method
28.9 Latitude DD
36.95261944 Longitude DD
-95.62897222 ODOT County Number
53 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
15272 x
-10645368.4926145 y
4432504.60431866 |
|||||||||||||||||||||||||||||||||||||
| 15530 | 6323R0939WX | 15530 | Pottawatomie | U.S. 270 | OLD S.H. 18 UNDER | 6323R0939WX | 37ft.-57ft.-37ft. I-BM. SPANS SK54 DEG. 43ft.3ft. | 1962 | 35.27166667 | -96.93 | 132.874 | 40 | — | 3 | 36 | 2 | 37.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 78.1 | Fair (5) | Serious (3) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | C | 4050 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
15271 BRKEY
15530 NBI No.
15530 On Under
1 Structure No.
6323R0939WX Control No.
023 Lane Ind.
W Milepoint
09390 Facility Carried
U.S. 270 Feature Intersected
OLD S.H. 18 UNDER Division
03 County
125 Location
7.1 MI S JCT SH 3 Sufficiency
78.1 Kind Hwy
2 Level Service
1 Route No.
00270 Service Type On
1 Service Type Off
1 Vertical Clearance
_ Horizontal Clearance
37.001 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
1962 ADT Total
4050 ADT Year
1999 Design Load
H 20 Skew
36 No. Main Spans
3 Road Width
37.001 Ref. Underclearance Rt.
H Underclearance Right
2.001 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
37.999 Span Type Main
M Material
3 - Steel Design
02 Length
132.874 Deck Width
40 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
9 Deck Rating
3 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
5 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
24.802 HS Inv. Rating Method
2 HS Inv. Method
24.802 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
3400 Future ADT Year
2017 Bypass Detour
1.864114 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15530 ODOT County
63 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
37ft.-57ft.-37ft. I-BM. SPANS SK54 DEG. 43ft.3ft. Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6323R0939WX H Index
100 Latitude
35:16:18 Longitude
-96:55:48 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
U.S. 270 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15530 Vault Link
http://plansrv1/bridgemaintvault/b15530 GIS FO/SD
SD H Inv. Method
19.842 Latitude DD
35.27166667 Longitude DD
-96.93 ODOT County Number
63 Maint. Dist.
3 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
15271 x
-10790198.242592 y
4200861.11917331 |
|||||||||||||||||||||||||||||||||||||
| 15529 | 5627 0196 X | 15529 | Okmulgee | U.S. 62 | CASSETAH CREEK | 5627 0196 X | 30ft. - 60ft. - 40ft. I-BEAM | 1962 | 35.60994722 | -95.92709444 | 131.001 | 30.2 | — | 3 | 0 | 2 | 27.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 78.5 | Satisfactory (6) | Good (7) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 16 - Minor Arterial (Urban) | C | 6300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15270 BRKEY
15529 NBI No.
15529 On Under
1 Structure No.
5627 0196 X Control No.
027 Lane Ind.
Milepoint
01960 Facility Carried
U.S. 62 Feature Intersected
CASSETAH CREEK Division
01 County
111 Location
1.96 E JCT US-75 Sufficiency
78.5 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
27.999 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
1962 ADT Total
6300 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
27.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
43.999 Span Type Main
M Material
3 - Steel Design
02 Length
131.001 Deck Width
30.2 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
6 Sub Rating
6 Chan. Rating
7 Culv. Rating
N Structure Rating
6 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
58.5 HS Inv. Rating Method
1 HS Inv. Method
35 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
10080 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
15529 ODOT County
56 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
1.099 Rt. Curb SW
1.099 Description
30ft. - 60ft. - 40ft. I-BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5627 0196 X H Index
97.7546 Latitude
35:36:35.81 Longitude
-95:55:37.54 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 62 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
27-0196 NBI Text
15529 Vault Link
http://plansrv1/bridgemaintvault/b15529 GIS FO/SD
FO H Inv. Method
24.7 Latitude DD
35.60994722 Longitude DD
-95.92709444 ODOT County Number
56 Maint. Dist.
1 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
15270 x
-10678555.3063391 y
4247082.59286866 |
|||||||||||||||||||||||||||||||||||||
| 15437 | 6340 1170SX | 15437 | Pottawatomie | I-40 | CREEK | 6340 1170SX | 2-10ft.X 10ft.X 87ft. RDY | 1962 | 35.38368889 | -96.93755833 | 25.919 | 88.999 | — | 2 | 30 | 2 | 38.058 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 97.9 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 13950 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15268 BRKEY
15437 NBI No.
15437 On Under
1 Structure No.
6340 1170SX Control No.
040 Lane Ind.
S Milepoint
11700 Facility Carried
I-40 Feature Intersected
CREEK Division
03 County
125 Location
11.7 MI E OK C/L Sufficiency
97.9 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.73 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
1962 ADT Total
13950 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
2 Road Width
38.058 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
8 Appr. Roadway Width
37.999 Span Type Main
M Material
1 - Concrete Design
19 Length
25.919 Deck Width
88.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
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
66.63 HS Inv. Rating Method
1 HS Inv. Method
39.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
22320 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
15437 ODOT County
63 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 10ft.X 87ft. RDY Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6340 1170SX H Index
99.01 Latitude
35:23:01.28 Longitude
-96:56:15.21 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-40 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15437 Vault Link
http://plansrv1/bridgemaintvault/b15437 GIS FO/SD
Meets Standards H Inv. Method
22.29 Latitude DD
35.38368889 Longitude DD
-96.93755833 ODOT County Number
63 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
15268 x
-10791039.6320388 y
4216145.95442438 |
|||||||||||||||||||||||||||||||||||||
| 15436 | 6340 1170NX | 15436 | Pottawatomie | I-40 | CREEK | 6340 1170NX | 2-10ft.X 10ft.X 94ft. RDY | 1962 | 35.38441389 | -96.93706667 | 25.919 | 96.001 | — | 2 | 24 | 2 | 37.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 97.9 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 13150 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15267 BRKEY
15436 NBI No.
15436 On Under
1 Structure No.
6340 1170NX Control No.
040 Lane Ind.
N Milepoint
11700 Facility Carried
I-40 Feature Intersected
CREEK Division
03 County
125 Location
11.7 MI E OKLA. C/L Sufficiency
97.9 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1962 ADT Total
13150 ADT Year
2022 Design Load
HS 20 Skew
24 No. Main Spans
2 Road Width
37.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
8 Appr. Roadway Width
37.999 Span Type Main
M Material
1 - Concrete Design
19 Length
25.919 Deck Width
96.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 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
66.63 HS Inv. Rating Method
1 HS Inv. Method
39.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
21040 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
15436 ODOT County
63 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 10ft.X 94ft. RDY Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6340 1170NX H Index
98.1141 Latitude
35:23:03.89 Longitude
-96:56:13.44 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-40 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15436 Vault Link
http://plansrv1/bridgemaintvault/b15436 GIS FO/SD
Meets Standards H Inv. Method
22.29 Latitude DD
35.38441389 Longitude DD
-96.93706667 ODOT County Number
63 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
15267 x
-10790984.900698 y
4216244.94586153 |
|||||||||||||||||||||||||||||||||||||
| 15435 | 1648 1004 X | 15435 | Comanche | S.H. 58 | CREEK | 1648 1004 X | 2-10ft.X 8ft.X 50ft. R.C.B | 1962 | 34.84947222 | -98.54153611 | 25.919 | 0 | — | 2 | 30 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 92.1 | 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 | 1200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15266 BRKEY
15435 NBI No.
15435 On Under
1 Structure No.
1648 1004 X Control No.
048 Lane Ind.
Milepoint
10040 Facility Carried
S.H. 58 Feature Intersected
CREEK Division
07 County
031 Location
.5 MI S. KIOWA C/L Sufficiency
92.1 Kind Hwy
3 Level Service
1 Route No.
00058 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
36.03 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1962 ADT Total
1200 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
3 Appr. Roadway Width
36.001 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
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
48.2 HS Inv. Rating Method
1 HS Inv. Method
28.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1920 Future ADT Year
2042 Bypass Detour
29.825817 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
15435 ODOT County
16 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 8ft.X 50ft. R.C.B Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1648 1004 X H Index
97.2729 Latitude
34:50:58.1 Longitude
-98:32:29.53 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
088 NBI Text
15435 Vault Link
http://plansrv1/bridgemaintvault/b15435 GIS FO/SD
Meets Standards H Inv. Method
16.1 Latitude DD
34.84947222 Longitude DD
-98.54153611 ODOT County Number
16 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
15266 x
-10969593.6217522 y
4143443.78894037 |
|||||||||||||||||||||||||||||||||||||
| 15434 | 6323 0995EX | 15434 | Pottawatomie | U.S. 270 | CREEK | 6323 0995EX | 2-10ft. X 6ft. X 94ft. RDY | 1962 | 35.26578611 | -96.924225 | 25.919 | 96.129 | — | 2 | 30 | 2 | 38.058 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 97.6 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | C | 6100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15265 BRKEY
15434 NBI No.
15434 On Under
1 Structure No.
6323 0995EX Control No.
023 Lane Ind.
E Milepoint
09950 Facility Carried
U.S. 270 Feature Intersected
CREEK Division
03 County
125 Location
7.7 MI S JCT SH 3 Sufficiency
97.6 Kind Hwy
2 Level Service
1 Route No.
00270 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.73 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
1962 ADT Total
6100 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
2 Road Width
38.058 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
12 Appr. Roadway Width
53.999 Span Type Main
M Material
1 - Concrete Design
19 Length
25.919 Deck Width
96.129 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
7 Structure Rating
7 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
68.78 HS Inv. Rating Method
1 HS Inv. Method
41.26 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
9760 Future ADT Year
2042 Bypass Detour
3.106856 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15434 ODOT County
63 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 6ft. X 94ft. RDY Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6323 0995EX H Index
99.34 Latitude
35:15:56.83 Longitude
-96:55:27.21 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
-1 NBI Text
15434 Vault Link
http://plansrv1/bridgemaintvault/b15434 GIS FO/SD
Meets Standards H Inv. Method
31.84 Latitude DD
35.26578611 Longitude DD
-96.924225 ODOT County Number
63 Maint. Dist.
3 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
15265 x
-10789555.3725327 y
4200059.33261324 |
|||||||||||||||||||||||||||||||||||||
| 15433 | 7541 0934 X | 15433 | Washita | S.H. 115 | CREEK | 7541 0934 X | 3-8ft.X4ft.X32ft. RDY. R.C.B. | 1962 | 35.23221944 | -98.71177222 | 26.903 | 34.003 | — | 3 | 0 | 2 | 32.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 98.3 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15264 BRKEY
15433 NBI No.
15433 On Under
1 Structure No.
7541 0934 X Control No.
041 Lane Ind.
Milepoint
09340 Facility Carried
S.H. 115 Feature Intersected
CREEK Division
05 County
149 Location
9.5 MI N KIOWA C/L Sufficiency
98.3 Kind Hwy
3 Level Service
1 Route No.
00115 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
32.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1962 ADT Total
400 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
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
28.002 Span Type Main
M Material
1 - Concrete Design
19 Length
26.903 Deck Width
34.003 Bridge Open Closed
A TSF Rail
0 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
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
44.8 HS Inv. Rating Method
1 HS Inv. Method
34.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
640 Future ADT Year
2042 Bypass Detour
39.767756 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
-1 Min Measured Clearance
-1 NBI Rating
15433 ODOT County
75 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
3-8ft.X4ft.X32ft. RDY. R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7541 0934 X H Index
93.5035 Latitude
35:13:55.99 Longitude
-98:42:42.38 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 115 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15433 Vault Link
http://plansrv1/bridgemaintvault/b15433 GIS FO/SD
Meets Standards H Inv. Method
19.6 Latitude DD
35.23221944 Longitude DD
-98.71177222 ODOT County Number
75 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
15264 x
-10988544.218832 y
4195483.78936068 |
|||||||||||||||||||||||||||||||||||||
| 15432 | 2714 0851 X | 15432 | Grant | S.H. 11 | CREEK | 2714 0851 X | 2-10ft. X 3ft. X 36ft. R.C.BOX | 1933 | 36.81069444 | -97.57898056 | 20 | 38.002 | — | 2 | 0 | 2 | 35.951 | 1 - Concrete | Culvert (19) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95.2 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1300 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
15263 BRKEY
15432 NBI No.
15432 On Under
1 Structure No.
2714 0851 X Control No.
014 Lane Ind.
Milepoint
08510 Facility Carried
S.H. 11 Feature Intersected
CREEK Division
04 County
053 Location
1.5 MI W JCT SH 74 Sufficiency
95.2 Kind Hwy
3 Level Service
1 Route No.
00011 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
35.951 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
1933 ADT Total
1300 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
35.951 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
FG Appr. Roadway Width
32.001 Span Type Main
M Material
1 - Concrete Design
19 Length
20 Deck Width
38.002 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
61.5 HS Inv. Rating Method
1 HS Inv. Method
36.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2080 Future ADT Year
2042 Bypass Detour
17.999955 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
15432 ODOT County
27 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft. X 3ft. X 36ft. R.C.BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2714 0851 X H Index
92.2203 Latitude
36:48:38.5 Longitude
-97:34:44.33 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 11 Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
NBI Text
15432 Vault Link
http://plansrv1/bridgemaintvault/b15432 GIS FO/SD
Meets Standards H Inv. Method
20.5 Latitude DD
36.81069444 Longitude DD
-97.57898056 ODOT County Number
27 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
15263 x
-10862442.4280659 y
4412752.77938052 |
|||||||||||||||||||||||||||||||||||||
| 15719 | 0232 0387 X | 15719 | Alfalfa | S.H. 58 | CREEK | 0232 0387 X | 30ft.-40ft.-30ft.- I-BM. SPANS & 2-18ft.SAFETY CURBS | 1963 | 36.51931111 | -98.24756111 | 101.05 | 31.001 | — | 3 | 0 | 2 | 27.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 66.2 | Fair (5) | Fair (5) | Fair (5) | 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
15262 BRKEY
15719 NBI No.
15719 On Under
1 Structure No.
0232 0387 X Control No.
032 Lane Ind.
Milepoint
03870 Facility Carried
S.H. 58 Feature Intersected
CREEK Division
06 County
003 Location
1.1 MI.S. OF JCT.SH45 Sufficiency
66.2 Kind Hwy
3 Level Service
1 Route No.
00058 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
27.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1963 ADT Total
1300 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
27.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
24.006 Span Type Main
M Material
3 - Steel Design
02 Length
101.05 Deck Width
31.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
5 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
47.1 HS Inv. Rating Method
1 HS Inv. Method
28.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2080 Future ADT Year
2042 Bypass Detour
31.068559 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
15719 ODOT County
02 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
30ft.-40ft.-30ft.- I-BM. SPANS & 2-18ft.SAFETY CURBS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0232 0387 X H Index
85.9978 Latitude
36:31:09.52 Longitude
-98:14:51.22 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 58 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
15719 Vault Link
http://plansrv1/bridgemaintvault/b15719 GIS FO/SD
Meets Standards H Inv. Method
19.8 Latitude DD
36.51931111 Longitude DD
-98.24756111 ODOT County Number
2 Maint. Dist.
6 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
15262 x
-10936868.4744462 y
4372315.08020146 |
|||||||||||||||||||||||||||||||||||||
| 15623 | 6737 0395NX | 15623 | Seminole | I-40 | CO. RD. UNDER | 6737 0395NX | 20ft.X 14ft.X 48ft. SINGLE | 1963 | 35.38453056 | -96.70676667 | 21.982 | 43.002 | — | 1 | 0 | 2 | 42.001 | 1 - Concrete | Culvert (19) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 93.9 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 8900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15256 BRKEY
15623 NBI No.
15623 On Under
1 Structure No.
6737 0395NX Control No.
037 Lane Ind.
N Milepoint
03950 Facility Carried
I-40 Feature Intersected
CO. RD. UNDER Division
03 County
133 Location
4 MI E POTT CO Sufficiency
93.9 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1963 ADT Total
8900 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
1 Road Width
42.001 Ref. Underclearance Rt.
H Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
FG Appr. Roadway Width
42.001 Span Type Main
M Material
1 - Concrete Design
19 Length
21.982 Deck Width
43.002 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
6 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
N Culv. Rating
7 Structure Rating
7 Deck Geometry
8 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N 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
14240 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
Y Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15623 ODOT County
67 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
9 Lft. Curb SW
0 Rt. Curb SW
0 Description
20ft.X 14ft.X 48ft. SINGLE Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6737 0395NX H Index
67.4941 Latitude
35:23:04.31 Longitude
-96:42:24.36 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-40 Scour
N Design Structure
19 - Culvert FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15623 Vault Link
http://plansrv1/bridgemaintvault/b15623 GIS FO/SD
FO H Inv. Method
19.952 Latitude DD
35.38453056 Longitude DD
-96.70676667 ODOT County Number
67 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
15256 x
-10765348.0219683 y
4216260.87605631 |
|||||||||||||||||||||||||||||||||||||
| 15622 | 1706 0375 X | 15622 | Cotton | I-44 | CREEK | 1706 0375 X | 2-10ft.X 9ft.X 166ft. R.C.BOX SK. 30DEG. | 1963 | 34.14833333 | -98.51444444 | 25.919 | 0 | — | 2 | 30 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 79.6 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 7500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15255 BRKEY
15622 NBI No.
15622 On Under
1 Structure No.
1706 0375 X Control No.
006 Lane Ind.
Milepoint
03750 Facility Carried
I-44 Feature Intersected
CREEK Division
07 County
033 Location
4 N OK. TEXAS LINE Sufficiency
79.6 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
35 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1963 ADT Total
7500 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
4 Fill RCB
9 Appr. Roadway Width
35 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
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
99.97 HS Inv. Rating Method
1 HS Inv. Method
99.96 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
12000 Future ADT Year
2042 Bypass Detour
5.000001 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
15622 ODOT County
17 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 9ft.X 166ft. R.C.BOX SK. 30DEG. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1706 0375 X H Index
100 Latitude
34:08:54 Longitude
-98:30:52 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-44 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
103 NBI Text
15622 Vault Link
http://plansrv1/bridgemaintvault/b15622 GIS FO/SD
Meets Standards H Inv. Method
88.32 Latitude DD
34.14833333 Longitude DD
-98.51444444 ODOT County Number
17 Maint. Dist.
7 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
15255 x
-10966577.790843 y
4048737.00120467 |
|||||||||||||||||||||||||||||||||||||
| 15621 | 3838 0372 X | 15621 | Kiowa | S.H. 19 | CREEK | 3838 0372 X | 2-10ft. X 7ft. X 50ft. RDY. R.C.B. | 1963 | 34.85579167 | -98.95656111 | 21.982 | 52.001 | — | 2 | 0 | 2 | 50 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 96.8 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 340 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15254 BRKEY
15621 NBI No.
15621 On Under
1 Structure No.
3838 0372 X Control No.
038 Lane Ind.
Milepoint
03720 Facility Carried
S.H. 19 Feature Intersected
CREEK Division
05 County
075 Location
3.9 MI E U.S. 183 Sufficiency
96.8 Kind Hwy
3 Level Service
1 Route No.
00019 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
50 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
1963 ADT Total
340 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
50 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
32.001 Span Type Main
M Material
1 - Concrete Design
19 Length
21.982 Deck Width
52.001 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
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
41.337 HS Inv. Rating Method
1 HS Inv. Method
31.857 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
544 Future ADT Year
2042 Bypass Detour
37.282271 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
15621 ODOT County
38 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft. X 7ft. X 50ft. RDY. R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3838 0372 X H Index
92.74 Latitude
34:51:20.85 Longitude
-98:57:23.62 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 19 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
15621 Vault Link
http://plansrv1/bridgemaintvault/b15621 GIS FO/SD
Meets Standards H Inv. Method
17.747 Latitude DD
34.85579167 Longitude DD
-98.95656111 ODOT County Number
38 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
15254 x
-11015793.9934187 y
4144301.03591131 |
|||||||||||||||||||||||||||||||||||||
| 15620 | 5603 0352 X | 15620 | Okmulgee | I-40 | COAL CREEK | 5603 0352 X | (2) 10ft. X 10ft. X 360ft. LONG RCB SK 7° | 1963 | 35.43203333 | -96.02582222 | 21 | 0 | — | 2 | 7 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 58.9 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Fair (5) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 16000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15253 BRKEY
15620 NBI No.
15620 On Under
1 Structure No.
5603 0352 X Control No.
003 Lane Ind.
Milepoint
03520 Facility Carried
I-40 Feature Intersected
COAL CREEK Division
01 County
111 Location
3.52 E OKFUSKEE C/L Sufficiency
58.9 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
99.9 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1963 ADT Total
16000 ADT Year
2022 Design Load
HS 20 Skew
7 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
24 Appr. Roadway Width
90 Span Type Main
M Material
1 - Concrete Design
19 Length
21 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
5 Structure Rating
5 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
99.97 HS Inv. Rating Method
1 HS Inv. Method
99.96 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
25600 Future ADT Year
2042 Bypass Detour
36.039529 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15620 ODOT County
56 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(2) 10ft. X 10ft. X 360ft. LONG RCB SK 7° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5603 0352 X H Index
98.8622 Latitude
35:25:55.32 Longitude
-96:01:32.96 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-40 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
03-0352 NBI Text
15620 Vault Link
http://plansrv1/bridgemaintvault/b15620 GIS FO/SD
Meets Standards H Inv. Method
99.93 Latitude DD
35.43203333 Longitude DD
-96.02582222 ODOT County Number
56 Maint. Dist.
1 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
15253 x
-10689545.6325358 y
4222748.84986331 |
|||||||||||||||||||||||||||||||||||||
| 15619 | 6341 0199SX | 15619 | Pottawatomie | I-40 EB | CO. RD. UNDER | 6341 0199SX | 20ft.X 14ft.X 61ft. RDY SI | 1963 | 35.38612778 | -96.87683889 | 21.982 | 62.992 | — | 1 | 0 | 2 | 38.058 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 92.9 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 9450 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15252 BRKEY
15619 NBI No.
15619 On Under
1 Structure No.
6341 0199SX Control No.
041 Lane Ind.
S Milepoint
01990 Facility Carried
I-40 EB Feature Intersected
CO. RD. UNDER Division
03 County
125 Location
2 MI E JCT SH 18 Sufficiency
92.9 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.73 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1963 ADT Total
9450 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
1 Road Width
38.058 Ref. Underclearance Rt.
H Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
37.999 Span Type Main
M Material
1 - Concrete Design
19 Length
21.982 Deck Width
62.992 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
N Culv. Rating
7 Structure Rating
7 Deck Geometry
6 Underclearance
3 Bridge Posting
5 Waterway Adequacy
N 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
15120 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
Y Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15619 ODOT County
63 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
20ft.X 14ft.X 61ft. RDY SI Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6341 0199SX H Index
92.5885 Latitude
35:23:10.06 Longitude
-96:52:36.62 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-40 EB Scour
N Design Structure
19 - Culvert FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15619 Vault Link
http://plansrv1/bridgemaintvault/b15619 GIS FO/SD
FO H Inv. Method
19.952 Latitude DD
35.38612778 Longitude DD
-96.87683889 ODOT County Number
63 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
15252 x
-10784280.3748968 y
4216478.9637911 |
|||||||||||||||||||||||||||||||||||||
| 15618 | 6341 0199NX | 15618 | Pottawatomie | I-40 WB | CO. RD. UNDER | 6341 0199NX | 20ft.X 14ft.X 50ft. RDY SI | 1963 | 35.38695833 | -96.87683333 | 21.982 | 51.837 | — | 1 | 0 | 2 | 38.058 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 92.9 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 9500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15251 BRKEY
15618 NBI No.
15618 On Under
1 Structure No.
6341 0199NX Control No.
041 Lane Ind.
N Milepoint
01990 Facility Carried
I-40 WB Feature Intersected
CO. RD. UNDER Division
03 County
125 Location
2 MI E JCT SH 18 Sufficiency
92.9 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.73 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1963 ADT Total
9500 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
1 Road Width
38.058 Ref. Underclearance Rt.
H Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
37.999 Span Type Main
M Material
1 - Concrete Design
19 Length
21.982 Deck Width
51.837 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
N Culv. Rating
6 Structure Rating
6 Deck Geometry
6 Underclearance
3 Bridge Posting
5 Waterway Adequacy
N 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
15200 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
Y Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15618 ODOT County
63 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
20ft.X 14ft.X 50ft. RDY SI Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6341 0199NX H Index
78.5878 Latitude
35:23:13.05 Longitude
-96:52:36.6 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-40 WB Scour
N Design Structure
19 - Culvert FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15618 Vault Link
http://plansrv1/bridgemaintvault/b15618 GIS FO/SD
FO H Inv. Method
19.952 Latitude DD
35.38695833 Longitude DD
-96.87683333 ODOT County Number
63 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
15251 x
-10784279.7559604 y
4216592.37051898 |
|||||||||||||||||||||||||||||||||||||
| 15525 | 5568R0955NX | 15525 | Oklahoma | I-40 WB | FAU 9601 ANDERSON RD UND | 5568 0955NX | 32ft.-42ft.-32ft. I-BM SPANS SK.68 DEG.47ft. | 1962 | 35.414825 | -97.31811667 | 203 | 41.001 | — | 3 | 22 | 2 | 37.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 92.9 | Satisfactory (6) | Fair (5) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 18200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15248 BRKEY
15525 NBI No.
15525 On Under
1 Structure No.
5568R0955NX Control No.
068 Lane Ind.
N Milepoint
09550 Facility Carried
I-40 WB Feature Intersected
FAU 9601 ANDERSON RD UND Division
04 County
109 Location
9.7 MI E OF JCT I35 Sufficiency
92.9 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1962 ADT Total
18200 ADT Year
2022 Design Load
HS 20 Skew
22 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
H Underclearance Right
1.499 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
203 Deck Width
41.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
7 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
2 Bridge Posting
0 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
0 HS Inv. Rating Method
1 HS Inv. Method
0 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
29120 Future ADT Year
2042 Bypass Detour
0.099997 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1409 Max Measured Clearance
1501 Min Measured Clearance
1500 NBI Rating
15525 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
4 Lft. Curb SW
0 Rt. Curb SW
0 Description
32ft.-42ft.-32ft. I-BM SPANS SK.68 DEG.47ft. Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5568 0955NX H Index
87.5262 Latitude
35:24:53.37 Longitude
-97:19:05.22 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
I-40 WB Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
15525 Vault Link
http://plansrv1/bridgemaintvault/b15525 GIS FO/SD
FO H Inv. Method
0 Latitude DD
35.414825 Longitude DD
-97.31811667 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
15248 x
-10833403.1926648 y
4220398.07792004 |
|||||||||||||||||||||||||||||||||||||
| 15524 | 5568R0955SX | 15524 | Oklahoma | I-40 EB | FAU 9601 ANDERSON RD UND | 5568 0955SX | 32ft.-46ft.-32ft. I-BM. SPANS SK. 68 DEG.47ft. | 1962 | 35.414506 | -97.318114 | 112.861 | 41.001 | — | 3 | 22 | 2 | 37.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 93.9 | Satisfactory (6) | Satisfactory (6) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 17950 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15247 BRKEY
15524 NBI No.
15524 On Under
1 Structure No.
5568R0955SX Control No.
068 Lane Ind.
S Milepoint
09550 Facility Carried
I-40 EB Feature Intersected
FAU 9601 ANDERSON RD UND Division
04 County
109 Location
9.7 MI E OF JCT I35 Sufficiency
93.9 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1962 ADT Total
17950 ADT Year
2022 Design Load
HS 20 Skew
22 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
H Underclearance Right
1.499 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
3 - Steel Design
02 Length
112.861 Deck Width
41.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
7 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
89.8 HS Inv. Rating Method
1 HS Inv. Method
53.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
28720 Future ADT Year
2042 Bypass Detour
0.099997 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1409 Max Measured Clearance
1506 Min Measured Clearance
1504 NBI Rating
15524 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
4 Lft. Curb SW
0 Rt. Curb SW
0 Description
32ft.-46ft.-32ft. I-BM. SPANS SK. 68 DEG.47ft. Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5568 0955SX H Index
86.1173 Latitude
35:24:52.22 Longitude
-97:19:05.21 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
I-40 EB Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
15524 Vault Link
http://plansrv1/bridgemaintvault/b15524 GIS FO/SD
FO H Inv. Method
34.8 Latitude DD
35.414506 Longitude DD
-97.318114 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
15247 x
-10833402.8954417 y
4220354.50514581 |
|||||||||||||||||||||||||||||||||||||
| 15523 | 4317R0116EX | 15523 | Love | I-35 | U.S. 77 UNDER | 4317 0116EX | 32ft.-46.5ft.-32ft. CONT. CONC. SLAB SPANS WITH 2-18ft. SAFETY CURBS | 1962 | 33.73798333 | -97.14564167 | 111.877 | 42.999 | — | 3 | 0 | 2 | 37.999 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 79.3 | Satisfactory (6) | Fair (5) | Satisfactory (6) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 14300 | 2004 | 5 | Unmatched |
|
Raw data
OBJECTID
15246 BRKEY
15523 NBI No.
15523 On Under
1 Structure No.
4317R0116EX Control No.
017 Lane Ind.
E Milepoint
01160 Facility Carried
I-35 Feature Intersected
U.S. 77 UNDER Division
07 County
085 Location
1.2 MI N S/L Sufficiency
79.3 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
1 Vertical Clearance
N Horizontal Clearance
37.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1962 ADT Total
14300 ADT Year
2004 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
H Underclearance Right
2.165 Underclearance Left
4.167 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
37.999 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
111.877 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.
2 Deck Rating
5 Super Rating
6 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
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
22880 Future ADT Year
2024 Bypass Detour
60.894376 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1403 Max Measured Clearance
1405 Min Measured Clearance
1405 NBI Rating
15523 ODOT County
43 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
32ft.-46.5ft.-32ft. CONT. CONC. SLAB SPANS WITH 2-18ft. SAFETY CURBS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4317 0116EX H Index
86.4108 Latitude
33:44:16.74 Longitude
-97:08:44.31 I257A
_ I257B
1 I257C
0 I257D
_ I257E
_ I263
_ Roadway Name
I-35 Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
102 NBI Text
15523 Vault Link
http://plansrv1/bridgemaintvault/b15523 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
33.73798333 Longitude DD
-97.14564167 ODOT County Number
43 Maint. Dist.
7 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
15246 x
-10814203.3634902 y
3993673.61674524 |
|||||||||||||||||||||||||||||||||||||
| 15522 | 5627 0100 X | 15522 | Okmulgee | MISSION RD. | U.S. 62 UNDER | 5627 0100 X | (2) 55ft. CONTINUOUS I-BEAM SK 4° | 1962 | 35.61006944 | -95.94411944 | 112.5 | 36.001 | — | 2 | 2 | 2 | 27.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94.4 | Satisfactory (6) | Fair (5) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 16 - Minor Arterial (Urban) | C | 600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15245 BRKEY
15522 NBI No.
15522 On Under
1 Structure No.
5627 0100 X Control No.
Lane Ind.
Milepoint
Facility Carried
MISSION RD. Feature Intersected
U.S. 62 UNDER Division
01 County
111 Location
1.00 E JCT US-75 Sufficiency
94.4 Kind Hwy
5 Level Service
1 Route No.
00000 Service Type On
5 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
42.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
16 - Minor Arterial (Urban) Year Built
1962 ADT Total
600 ADT Year
2022 Design Load
H 20 Skew
2 No. Main Spans
2 Road Width
27.999 Ref. Underclearance Rt.
H Underclearance Right
11.001 Underclearance Left
32.5 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
27.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
112.5 Deck Width
36.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
6 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
5 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
57.4 HS Inv. Rating Method
1 HS Inv. Method
34.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
960 Future ADT Year
2042 Bypass Detour
3.106856 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
Y Existing Posting
1410 Max Measured Clearance
1507 Min Measured Clearance
1411 NBI Rating
15522 ODOT County
56 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
3.999 Rt. Curb SW
3.999 Description
(2) 55ft. CONTINUOUS I-BEAM SK 4° Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5627 0100 X H Index
83.6784 Latitude
35:36:36.25 Longitude
-95:56:38.83 I257A
0 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
MISSION ST. Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
27-0100 NBI Text
15522 Vault Link
http://plansrv1/bridgemaintvault/b15522 GIS FO/SD
Meets Standards H Inv. Method
24.9 Latitude DD
35.61006944 Longitude DD
-95.94411944 ODOT County Number
56 Maint. Dist.
1 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
15245 x
-10680450.5206698 y
4247099.32778112 |
|||||||||||||||||||||||||||||||||||||
| 15784 | 7281R0053WX | 15784 | Tulsa | U.S. 169 | 11TH ST. UNDER | 7281 0053WX | 2-80ft. CONT. I-BM. SPANS WITH 2-18ft. SAFETY CURBS | 1963 | 36.14776944 | -95.86053889 | 162.073 | 32.999 | — | 2 | 0 | 2 | 27.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 63.3 | Fair (5) | Satisfactory (6) | Fair (5) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | C | 44000 | 2004 | 5 | Unmatched |
|
Raw data
OBJECTID
15244 BRKEY
15784 NBI No.
15784 On Under
1 Structure No.
7281R0053WX Control No.
081 Lane Ind.
W Milepoint
00530 Facility Carried
U.S. 169 Feature Intersected
11TH ST. UNDER Division
08 County
143 Location
0.7 MI N JCT I-44 Sufficiency
63.3 Kind Hwy
2 Level Service
1 Route No.
00169 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
27.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
1963 ADT Total
44000 ADT Year
2004 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
27.999 Ref. Underclearance Rt.
H Underclearance Right
5 Underclearance Left
12.999 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
37.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
162.073 Deck Width
32.999 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
6 Super Rating
5 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
2 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
71.65 HS Inv. Rating Method
1 HS Inv. Method
42.99 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
70400 Future ADT Year
2024 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
Y Existing Posting
1407 Max Measured Clearance
1503 Min Measured Clearance
1500 NBI Rating
15784 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
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-80ft. CONT. I-BM. SPANS WITH 2-18ft. SAFETY CURBS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
7281 0053WX H Index
65.2509 Latitude
36:08:51.97 Longitude
-95:51:37.94 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
U.S. 169 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
15784 Vault Link
http://plansrv1/bridgemaintvault/b15784 GIS FO/SD
Meets Standards H Inv. Method
30.203 Latitude DD
36.14776944 Longitude DD
-95.86053889 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
15244 x
-10671146.3764036 y
4320973.31536438 |
|||||||||||||||||||||||||||||||||||||
| 15783 | 6104 1650 X | 15783 | Pittsburg | S.H. 9 A | U.S. 69 UNDER | 6104 1650 X | 36ft. - (2) 45ft. - 36ft. CONTINUOUS CONCRETE SLAB SK 26° | 1963 | 35.21638889 | -95.61138889 | 183.999 | 37.001 | — | 4 | 26 | 2 | 32.001 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 81.8 | Fair (5) | Good (7) | Fair (5) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 2000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15243 BRKEY
15783 NBI No.
15783 On Under
1 Structure No.
6104 1650 X Control No.
Lane Ind.
Milepoint
Facility Carried
S.H. 9 A Feature Intersected
U.S. 69 UNDER Division
02 County
121 Location
JCT US 69 & SH 9A Sufficiency
81.8 Kind Hwy
3 Level Service
1 Route No.
0009A Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
32.001 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
1963 ADT Total
2000 ADT Year
2022 Design Load
HS 20 Skew
26 No. Main Spans
4 Road Width
32.001 Ref. Underclearance Rt.
H Underclearance Right
9.701 Underclearance Left
6.001 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
183.999 Deck Width
37.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
5 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
5 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
67.27 HS Inv. Rating Method
1 HS Inv. Method
40.28 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3200 Future ADT Year
2042 Bypass Detour
0.999998 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1511 Max Measured Clearance
1701 Min Measured Clearance
1602 NBI Rating
15783 ODOT County
61 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
36ft. - (2) 45ft. - 36ft. CONTINUOUS CONCRETE SLAB SK 26° Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6104 1650 X H Index
92.4691 Latitude
35:12:59 Longitude
-95:36:41 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
S.H. 9A Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
035 NBI Text
15783 Vault Link
http://plansrv1/bridgemaintvault/b15783 GIS FO/SD
Meets Standards H Inv. Method
22.66 Latitude DD
35.21638889 Longitude DD
-95.61138889 ODOT County Number
61 Maint. Dist.
2 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
15243 x
-10643411.1252724 y
4193326.55088734 |
|||||||||||||||||||||||||||||||||||||
| 15782 | 2642T1550 X | 15782 | Grady | BAILEY A TP (I-44) | U.S. 62 UNDER | 2642T1580 X | 34ft.-43ft.-43ft.-34ft. I-BM | 1963 | 35.051308 | -97.909017 | 155.84 | 87.999 | — | 4 | 0 | 4 | 81.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.9 | Satisfactory (6) | Satisfactory (6) | Good (7) | Satisfactory (6) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | W | 19300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15242 BRKEY
15782 NBI No.
15782 On Under
1 Structure No.
2642T1550 X Control No.
042 Lane Ind.
Milepoint
15500 Facility Carried
BAILEY A TP (I-44) Feature Intersected
U.S. 62 UNDER Division
07 County
051 Location
1.5 MI E US81 Sufficiency
97.9 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
40.499 Bridge System
W Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1963 ADT Total
19300 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
4 Road Width
81.001 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
0 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
81.001 Span Type Main
M Material
3 - Steel Design
02 Length
155.84 Deck Width
87.999 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
6 Super Rating
7 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
9 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
55.1 HS Inv. Rating Method
1 HS Inv. Method
35.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
30880 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
NR Advanced Warning Sign
N Existing Posting
1601 Max Measured Clearance
1611 Min Measured Clearance
1604 NBI Rating
15782 ODOT County
26 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
34ft.-43ft.-43ft.-34ft. I-BM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2642T1580 X H Index
99.0771 Latitude
35:03:04.71 Longitude
-97:54:32.46 I257A
1 I257B
1 I257C
0 I257D
1 I257E
0 I263
2 Roadway Name
BAILEY A TP (I-44) Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
24.52 NBI Text
15782 Vault Link
http://plansrv1/bridgemaintvault/b15782 GIS FO/SD
Meets Standards H Inv. Method
23.8 Latitude DD
35.051308 Longitude DD
-97.909017 ODOT County Number
26 Maint. Dist.
7 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
15242 x
-10899181.91651 y
4170855.88417051 |
|||||||||||||||||||||||||||||||||||||
| 15781 | 4133 0413 X | 15781 | Lincoln | U.S. 177 | QUAPAW CREEK | 4133 0413 X | 3-50ft. I-BM 2-18ft. CUR | 1963 | 35.52379444 | -97.00035833 | 150.919 | 30.84 | — | 3 | 0 | 2 | 27.887 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 74.3 | Satisfactory (6) | Good (7) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 3000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15241 BRKEY
15781 NBI No.
15781 On Under
1 Structure No.
4133 0413 X Control No.
033 Lane Ind.
Milepoint
04130 Facility Carried
U.S. 177 Feature Intersected
QUAPAW CREEK Division
03 County
081 Location
4.1 MI N POTT C/L Sufficiency
74.3 Kind Hwy
2 Level Service
1 Route No.
00177 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
27.887 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
1963 ADT Total
3000 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
27.887 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
43.999 Span Type Main
M Material
3 - Steel Design
02 Length
150.919 Deck Width
30.84 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
7 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
6 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
5 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
63 HS Inv. Rating Method
1 HS Inv. Method
38 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4800 Future ADT Year
2042 Bypass Detour
26.718961 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
_ Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15781 ODOT County
41 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.64 Rt. Curb SW
1.64 Description
3-50ft. I-BM 2-18ft. CUR Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4133 0413 X H Index
87.1068 Latitude
35:31:25.66 Longitude
-97:00:01.29 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 177 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
15781 Vault Link
http://plansrv1/bridgemaintvault/b15781 GIS FO/SD
Meets Standards H Inv. Method
29 Latitude DD
35.52379444 Longitude DD
-97.00035833 ODOT County Number
41 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
15241 x
-10798030.4960607 y
4235292.51831089 |
|||||||||||||||||||||||||||||||||||||
| 15780 | 4014 0350 X | 15780 | Le Flore | U.S. 271 | ROCK CREEK | 4014 0350 X | 45ft. - 60ft. - 45ft. I-BEAM | 1963 | 34.731319 | -95.042586 | 151.499 | 42 | — | 3 | 0 | 2 | 40 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94.6 | Good (7) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 2600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15240 BRKEY
15780 NBI No.
15780 On Under
1 Structure No.
4014 0350 X Control No.
014 Lane Ind.
Milepoint
03500 Facility Carried
U.S. 271 Feature Intersected
ROCK CREEK Division
02 County
079 Location
3.50 N PUSHMATAHA C/L Sufficiency
94.6 Kind Hwy
2 Level Service
1 Route No.
00271 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
1963 ADT Total
2600 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
3 - Steel Design
02 Length
151.499 Deck Width
42 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 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
57 HS Inv. Rating Method
1 HS Inv. Method
34 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4160 Future ADT Year
2042 Bypass Detour
24.233476 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
15780 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
45ft. - 60ft. - 45ft. I-BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4014 0350 X H Index
100 Latitude
34:43:52.75 Longitude
-95:02:33.31 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 271 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
078 NBI Text
15780 Vault Link
http://plansrv1/bridgemaintvault/b15780 GIS FO/SD
Meets Standards H Inv. Method
26 Latitude DD
34.731319 Longitude DD
-95.042586 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
15240 x
-10580092.2771959 y
4127428.15046014 |
|||||||||||||||||||||||||||||||||||||
| 15779 | 5571 0302 X | 15779 | Oklahoma | I-240 | WALKER AVE. UNDER | 5571 0302 X | 60ft.-79ft.-60ft. I-BM. SPANS W/ SLOPED FACE PARAPETS | 1963 | 35.39156111 | -97.52091944 | 200 | 111.499 | — | 3 | 0 | 6 | 106.398 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94 | Good (7) | Satisfactory (6) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 108700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15239 BRKEY
15779 NBI No.
15779 On Under
1 Structure No.
5571 0302 X Control No.
071 Lane Ind.
Milepoint
03020 Facility Carried
I-240 Feature Intersected
WALKER AVE. UNDER Division
04 County
109 Location
3.0 MI E OF I-44 Sufficiency
94 Kind Hwy
1 Level Service
1 Route No.
00240 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
53.199 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
1963 ADT Total
108700 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
106.398 Ref. Underclearance Rt.
H Underclearance Right
3.999 Underclearance Left
6 Deck Structure Type
1 No. Lanes
6 Fill RCB
Appr. Roadway Width
107.999 Span Type Main
M Material
3 - Steel Design
02 Length
200 Deck Width
111.499 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
6 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
9 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
85.8 HS Inv. Rating Method
1 HS Inv. Method
51.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
173920 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
60 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1409 Max Measured Clearance
1600 Min Measured Clearance
1500 NBI Rating
15779 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
60ft.-79ft.-60ft. I-BM. SPANS W/ SLOPED FACE PARAPETS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5571 0302 X H Index
98.4182 Latitude
35:23:29.62 Longitude
-97:31:15.31 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
I-240 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
15779 Vault Link
http://plansrv1/bridgemaintvault/b15779 GIS FO/SD
FO H Inv. Method
39 Latitude DD
35.39156111 Longitude DD
-97.52091944 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
15239 x
-10855979.0937526 y
4217220.87428213 |
|||||||||||||||||||||||||||||||||||||
| 15713 | 7281 0074 X | 15713 | Tulsa | U.S. 169 | TUPELO CREEK | 7281 0074 X | 5-10ft.X 9ft.X 328ft. R.C.BOX SK60 DEG. WITH 4ft. CURTAIN WALLS | 1963 | 36.15081389 | -95.86023889 | 64.961 | 0 | — | 5 | 30 | 9 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 70 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | C | 116300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15238 BRKEY
15713 NBI No.
15713 On Under
1 Structure No.
7281 0074 X Control No.
081 Lane Ind.
Milepoint
00740 Facility Carried
U.S. 169 Feature Intersected
TUPELO CREEK Division
08 County
143 Location
0.9 MI N JCT I-44 Sufficiency
70 Kind Hwy
2 Level Service
1 Route No.
00169 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
68.999 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
1963 ADT Total
116300 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
5 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
9 Fill RCB
3 Appr. Roadway Width
68.999 Span Type Main
M Material
1 - Concrete Design
19 Length
64.961 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
8 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 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
186080 Future ADT Year
2042 Bypass Detour
1.864114 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
15713 ODOT County
72 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
5-10ft.X 9ft.X 328ft. R.C.BOX SK60 DEG. WITH 4ft. CURTAIN WALLS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7281 0074 X H Index
97.1828 Latitude
36:09:02.93 Longitude
-95:51:36.86 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 169 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15713 Vault Link
http://plansrv1/bridgemaintvault/b15713 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
36.15081389 Longitude DD
-95.86023889 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
15238 x
-10671112.9805564 y
4321393.02296254 |
|||||||||||||||||||||||||||||||||||||
| 15710 | 6341 0731 X | 15710 | Pottawatomie | I-40 | CREEK | 6341 0731 X | (13ft.-17ft.-13ft.)X 10ft.X | 1963 | 35.38371389 | -96.784275 | 54.134 | 182.999 | — | 3 | 30 | 4 | 38.058 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 66 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 17700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15235 BRKEY
15710 NBI No.
15710 On Under
1 Structure No.
6341 0731 X Control No.
041 Lane Ind.
Milepoint
07310 Facility Carried
I-40 Feature Intersected
CREEK Division
03 County
125 Location
7.3 MI E JCT SH 18 Sufficiency
66 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1963 ADT Total
17700 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
38.058 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
6 Appr. Roadway Width
37.999 Span Type Main
M Material
1 - Concrete Design
19 Length
54.134 Deck Width
182.999 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
5 Culv. Rating
6 Structure Rating
6 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 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
28320 Future ADT Year
2042 Bypass Detour
14.912909 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
15710 ODOT County
63 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 10ft.X Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6341 0731 X H Index
98.35 Latitude
35:23:01.37 Longitude
-96:47:03.39 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-40 Scour
7 Design Structure
19 - Culvert FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15710 Vault Link
http://plansrv1/bridgemaintvault/b15710 GIS FO/SD
FO H Inv. Method
20 Latitude DD
35.38371389 Longitude DD
-96.784275 ODOT County Number
63 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
15235 x
-10773976.2097962 y
4216149.3679074 |
|||||||||||||||||||||||||||||||||||||
| 15709 | 7281 0329 X | 15709 | Tulsa | U.S. 169 | CREEK | 7281 0329 X | (13ft.-17ft.-13ft.)X 5ft.X 1 | 1963 | 36.18597222 | -95.85188889 | 53.15 | 0 | — | 3 | 30 | 6 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 69 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | C | 60600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15234 BRKEY
15709 NBI No.
15709 On Under
1 Structure No.
7281 0329 X Control No.
081 Lane Ind.
Milepoint
03290 Facility Carried
U.S. 169 Feature Intersected
CREEK Division
08 County
143 Location
3.5 MI N JCT I-44 Sufficiency
69 Kind Hwy
2 Level Service
1 Route No.
00169 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
60 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
1963 ADT Total
60600 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
6 Fill RCB
FG Appr. Roadway Width
52.001 Span Type Main
M Material
1 - Concrete Design
19 Length
53.15 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 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
96960 Future ADT Year
2042 Bypass Detour
3.106856 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15709 ODOT County
72 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(13ft.-17ft.-13ft.)X 5ft.X 1 Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7281 0329 X H Index
96.4023 Latitude
36:11:09.5 Longitude
-95:51:06.8 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 169 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15709 Vault Link
http://plansrv1/bridgemaintvault/b15709 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
36.18597222 Longitude DD
-95.85188889 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
15234 x
-10670183.4628082 y
4326241.12827849 |
|||||||||||||||||||||||||||||||||||||
| 15708 | 3838 0026 X | 15708 | Kiowa | S.H. 19 | CREEK | 3838 0026 X | (13ft.-17ft.-13ft.) X 11ft. X 35ft. RDY. R.C.B., SK. 30 DEG. L.F. | 1963 | 34.85589167 | -99.01727778 | 54.134 | 37.001 | — | 3 | 30 | 2 | 35 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 89.7 | Satisfactory (6) | 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 | 340 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15233 BRKEY
15708 NBI No.
15708 On Under
1 Structure No.
3838 0026 X Control No.
038 Lane Ind.
Milepoint
00260 Facility Carried
S.H. 19 Feature Intersected
CREEK Division
05 County
075 Location
0.3 MI E U.S. 183 Sufficiency
89.7 Kind Hwy
3 Level Service
1 Route No.
00019 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
35 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
1963 ADT Total
340 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
35 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
AG Appr. Roadway Width
32.001 Span Type Main
M Material
1 - Concrete Design
19 Length
54.134 Deck Width
37.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
6 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
46.407 HS Inv. Rating Method
1 HS Inv. Method
27.888 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
544 Future ADT Year
2042 Bypass Detour
37.282271 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15708 ODOT County
38 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(13ft.-17ft.-13ft.) X 11ft. X 35ft. RDY. R.C.B., SK. 30 DEG. L.F. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3838 0026 X H Index
91.8192 Latitude
34:51:21.21 Longitude
-99:01:02.2 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 19 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
15708 Vault Link
http://plansrv1/bridgemaintvault/b15708 GIS FO/SD
Meets Standards H Inv. Method
15.212 Latitude DD
34.85589167 Longitude DD
-99.01727778 ODOT County Number
38 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
15233 x
-11022552.9422057 y
4144314.60165541 |
|||||||||||||||||||||||||||||||||||||
| 15617 | 4014 0192 X | 15617 | Le Flore | U.S. 271 | CREEK | 4014 0192 X | (2) 10ft. X 10ft. X 62ft. RCB | 1963 | 34.70812222 | -95.04267222 | 22.999 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 95 | 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) | C | 2600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15232 BRKEY
15617 NBI No.
15617 On Under
1 Structure No.
4014 0192 X Control No.
014 Lane Ind.
Milepoint
01920 Facility Carried
U.S. 271 Feature Intersected
CREEK Division
02 County
079 Location
1.92 N PUSHMATAHA C/L Sufficiency
95 Kind Hwy
2 Level Service
1 Route No.
00271 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
62.001 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
1963 ADT Total
2600 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
37.999 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.
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
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
59.2 HS Inv. Rating Method
1 HS Inv. Method
35.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4160 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
15617 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 10ft. X 62ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4014 0192 X H Index
97.69 Latitude
34:42:29.24 Longitude
-95:02:33.62 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 271 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
076 NBI Text
15617 Vault Link
http://plansrv1/bridgemaintvault/b15617 GIS FO/SD
Meets Standards H Inv. Method
19.7 Latitude DD
34.70812222 Longitude DD
-95.04267222 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
15232 x
-10580101.8751624 y
4124286.52397277 |
|||||||||||||||||||||||||||||||||||||
| 15616 | 6341 0162SX | 15616 | Pottawatomie | I-40 EB | CREEK | 6341 0162SX | 2-10 ft. X 8 ft. X 108 ft. RDY R.C.BOX SK. 78 DEG. W/ APRONS & 3 ft. CURTAIN WALL | 1963 | 35.38493056 | -96.88330833 | 22.966 | 0 | — | 2 | 12 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 97.9 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 9450 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15231 BRKEY
15616 NBI No.
15616 On Under
1 Structure No.
6341 0162SX Control No.
041 Lane Ind.
S Milepoint
01620 Facility Carried
I-40 EB Feature Intersected
CREEK Division
03 County
125 Location
1.6 MI E JCT SH 18 Sufficiency
97.9 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.73 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1963 ADT Total
9450 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
2 Fill RCB
10 Appr. Roadway Width
37.999 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 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
99.9 HS Inv. Rating Method
1 HS Inv. Method
99.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
15120 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
15616 ODOT County
63 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10 ft. X 8 ft. X 108 ft. RDY R.C.BOX SK. 78 DEG. W/ APRONS & 3 ft. CURTAIN WALL Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6341 0162SX H Index
92.9673 Latitude
35:23:05.75 Longitude
-96:52:59.91 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-40 EB Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15616 Vault Link
http://plansrv1/bridgemaintvault/b15616 GIS FO/SD
Meets Standards H Inv. Method
77.9 Latitude DD
35.38493056 Longitude DD
-96.88330833 ODOT County Number
63 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
15231 x
-10785000.5496633 y
4216315.49248145 |
|||||||||||||||||||||||||||||||||||||
| 15615 | 6341 0162NX | 15615 | Pottawatomie | I-40 WB | CREEK | 6341 0162NX | 2-10 ft. X 8 ft. X 110 ft. RDY R.C.BOX WITH A DROP INLET & 3 ft. CURTAIN WALL SK. 78 DEG. | 1963 | 35.38599722 | -96.88289167 | 22.966 | 0 | — | 2 | 12 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 96.9 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 9500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15230 BRKEY
15615 NBI No.
15615 On Under
1 Structure No.
6341 0162NX Control No.
041 Lane Ind.
N Milepoint
01620 Facility Carried
I-40 WB Feature Intersected
CREEK Division
03 County
125 Location
1.6 MI E JCT SH 18 Sufficiency
96.9 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.73 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1963 ADT Total
9500 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
2 Fill RCB
10 Appr. Roadway Width
37.999 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
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
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
99.97 HS Inv. Rating Method
1 HS Inv. Method
99.94 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
15200 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
15615 ODOT County
63 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10 ft. X 8 ft. X 110 ft. RDY R.C.BOX WITH A DROP INLET & 3 ft. CURTAIN WALL SK. 78 DEG. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6341 0162NX H Index
97.126 Latitude
35:23:09.59 Longitude
-96:52:58.41 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-40 WB Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15615 Vault Link
http://plansrv1/bridgemaintvault/b15615 GIS FO/SD
Meets Standards H Inv. Method
77.89 Latitude DD
35.38599722 Longitude DD
-96.88289167 ODOT County Number
63 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
15230 x
-10784954.1672843 y
4216461.13669558 |
|||||||||||||||||||||||||||||||||||||
| 15614 | 5234R0100 XC | 15614 | Noble | U.S. 64 SD | CREEK | 5234R0100 XC | 3-8ft.X 8ft.X 16ft. R.C.BOX | 1901 | 36.29 | -97.31 | 25.919 | 17.999 | — | 3 | 0 | 2 | 16.001 | 1 - Concrete | Culvert (19) | M | _ | Open, no restriction (A) | 80.5 | Not applicable (N) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 09 - Local (Rural) | C | -1 | 2005 | 5 | Unmatched |
|
Raw data
OBJECTID
15229 BRKEY
15614 NBI No.
15614 On Under
1 Structure No.
5234R0100 XC Control No.
034 Lane Ind.
Milepoint
01000 Facility Carried
U.S. 64 SD Feature Intersected
CREEK Division
04 County
103 Location
50' S OF US 64 Sufficiency
80.5 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
16.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
09 - Local (Rural) Year Built
1901 ADT Total
-1 ADT Year
2005 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
16.001 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
0 Deck Structure Type
_ No. Lanes
2 Fill RCB
03 Appr. Roadway Width
53.999 Span Type Main
M Material
1 - Concrete Design
19 Length
25.919 Deck Width
17.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
9 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
6 Structure Rating
N Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
5 Approach Alignment
3 HS Operating Rating Method
2 HS Operating Rating
48.612 HS Inv. Rating Method
2 HS Inv. Method
48.612 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
100 Future ADT Year
2025 Bypass Detour
0 School Bus Rte.
_ Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15614 ODOT County
52 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
_ Lft. Curb SW
0 Rt. Curb SW
0 Description
3-8ft.X 8ft.X 16ft. R.C.BOX Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
C Alt. Structure Name
5234R0100 XC H Index
100 Latitude
36:17:24 Longitude
-97:18:36 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
U.S. 64 SD Scour
6 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15614 Vault Link
http://plansrv1/bridgemaintvault/b15614 GIS FO/SD
Meets Standards H Inv. Method
35.715 Latitude DD
36.29 Longitude DD
-97.31 ODOT County Number
52 Maint. Dist.
4 HPMS Functional Class
7 Rural/Urban
Rural ARC_ID_NUM
15229 x
-10832499.6490934 y
4340598.6462602 |
|||||||||||||||||||||||||||||||||||||
| 15613 | 6341 0074 X | 15613 | Pottawatomie | I-40 | CREEK | 6341 0074 X | 2-10ft.X 10ft.X 187ft. RDY R.C.BOX W/ 3 ft CURTAIN WALL SK. 60 DEG. | 1963 | 35.38353056 | -96.89871667 | 25.919 | 0 | — | 2 | 30 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 63 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 20500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15228 BRKEY
15613 NBI No.
15613 On Under
1 Structure No.
6341 0074 X Control No.
041 Lane Ind.
Milepoint
00740 Facility Carried
I-40 Feature Intersected
CREEK Division
03 County
125 Location
0.7 MI E JCT SH 18 Sufficiency
63 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1963 ADT Total
20500 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
4 Fill RCB
8 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
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
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
45.4 HS Inv. Rating Method
1 HS Inv. Method
27.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
32800 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
15613 ODOT County
63 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 10ft.X 187ft. RDY R.C.BOX W/ 3 ft CURTAIN WALL SK. 60 DEG. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6341 0074 X H Index
99.5463 Latitude
35:23:00.71 Longitude
-96:53:55.38 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-40 Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15613 Vault Link
http://plansrv1/bridgemaintvault/b15613 GIS FO/SD
Meets Standards H Inv. Method
15.1 Latitude DD
35.38353056 Longitude DD
-96.89871667 ODOT County Number
63 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
15228 x
-10786715.7982261 y
4216124.33617827 |
|||||||||||||||||||||||||||||||||||||
| 15612 | 5234R0060 XC | 15612 | Noble | U.S. 64 SD | CREEK | 5234R0060 XC | 2-10ft.X 8ft.X 16ft. R.C.BOX | 1901 | 36.29 | -97.31666667 | 21.982 | 17.999 | — | 2 | 0 | 2 | 16.001 | 1 - Concrete | Culvert (19) | M | _ | Open, no restriction (A) | 80.5 | Not applicable (N) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 09 - Local (Rural) | C | -1 | 2005 | 5 | Unmatched |
|
Raw data
OBJECTID
15227 BRKEY
15612 NBI No.
15612 On Under
1 Structure No.
5234R0060 XC Control No.
034 Lane Ind.
Milepoint
00600 Facility Carried
U.S. 64 SD Feature Intersected
CREEK Division
04 County
103 Location
50' S OF US 64 Sufficiency
80.5 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
16.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
09 - Local (Rural) Year Built
1901 ADT Total
-1 ADT Year
2005 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
16.001 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
0 Deck Structure Type
_ No. Lanes
2 Fill RCB
01 Appr. Roadway Width
87.999 Span Type Main
M Material
1 - Concrete Design
19 Length
21.982 Deck Width
17.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
9 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
6 Structure Rating
N Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
5 Approach Alignment
3 HS Operating Rating Method
2 HS Operating Rating
48.612 HS Inv. Rating Method
2 HS Inv. Method
48.612 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
100 Future ADT Year
2025 Bypass Detour
0 School Bus Rte.
_ Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15612 ODOT County
52 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
_ Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 8ft.X 16ft. R.C.BOX Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
C Alt. Structure Name
5234R0060 XC H Index
100 Latitude
36:17:24 Longitude
-97:19:00 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
U.S. 64 SD Scour
6 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15612 Vault Link
http://plansrv1/bridgemaintvault/b15612 GIS FO/SD
Meets Standards H Inv. Method
35.715 Latitude DD
36.29 Longitude DD
-97.31666667 ODOT County Number
52 Maint. Dist.
4 HPMS Functional Class
7 Rural/Urban
Rural ARC_ID_NUM
15227 x
-10833241.7794031 y
4340598.6462602 |
|||||||||||||||||||||||||||||||||||||
| 15521 | 5627 0019 X | 15521 | Okmulgee | BNSF R.R. | U.S. 62 UNDER | 5627 0019 X | RAILROAD: (2) 56ft. CONTINUOUS I-BEAM SK 6° | 1962 | 35.60926667 | -95.95835278 | 118.1 | 17.3 | — | 2 | 6 | 4 | 67.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | ! | -2 | Not applicable (N) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Not applicable (N) | 27 - Railroad | 01 - State Highway Agency | 1 - On Highway | 16 - Minor Arterial (Urban) | H | 5400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15226 BRKEY
15521 NBI No.
15521 On Under
2 Structure No.
5627 0019 X Control No.
027 Lane Ind.
Milepoint
00190 Facility Carried
BNSF R.R. Feature Intersected
U.S. 62 UNDER Division
01 County
111 Location
0.2 E JCT US-75 Sufficiency
-2 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
2 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
39.6 Bridge System
H Owner
27 - Railroad Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
16 - Minor Arterial (Urban) Year Built
1962 ADT Total
5400 ADT Year
2022 Design Load
Railroad Skew
6 No. Main Spans
2 Road Width
67.999 Ref. Underclearance Rt.
H Underclearance Right
11.001 Underclearance Left
4.501 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
67.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
118.1 Deck Width
17.3 Bridge Open Closed
! TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
N Culv. Rating
N Structure Rating
N Deck Geometry
N Underclearance
4 Bridge Posting
0 Waterway Adequacy
N Approach Alignment
! HS Operating Rating Method
! HS Operating Rating
0 HS Inv. Rating Method
! HS Inv. Method
0 H Operating Rating
! H Inv. Rating Method
! Future ADT
8640 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
Y Existing Posting
1406 Max Measured Clearance
1500 Min Measured Clearance
1408 NBI Rating
15521 ODOT County
56 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
9 Lft. Curb SW
0 Rt. Curb SW
0 Description
RAILROAD: (2) 56ft. CONTINUOUS I-BEAM SK 6° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5627 0019 X H Index
61.8886 Latitude
35:36:33.36 Longitude
-95:57:30.07 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
0 Roadway Name
U.S. 62 UNDER Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
27-0019 NBI Text
15521 Vault Link
http://plansrv1/bridgemaintvault/b15521 GIS FO/SD
FO H Inv. Method
0 Latitude DD
35.60926667 Longitude DD
-95.95835278 ODOT County Number
56 Maint. Dist.
1 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
15226 x
-10682034.9688309 y
4246989.40936738 |
|||||||||||||||||||||||||||||||||||||
| 15520 | 4317R0116WX | 15520 | Love | I-35 | U.S. 77 UNDER | 4317 0116WX | 30ft.-40ft.-30ft. CONT. CONC. SLAB SPANS WITH 2-18ft. SAFETY CURBS | 1962 | 33.73836944 | -97.14606111 | 102.034 | 42.999 | — | 3 | 0 | 2 | 37.999 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 79.3 | Satisfactory (6) | Fair (5) | Satisfactory (6) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 14650 | 2004 | 5 | Unmatched |
|
Raw data
OBJECTID
15225 BRKEY
15520 NBI No.
15520 On Under
1 Structure No.
4317R0116WX Control No.
017 Lane Ind.
W Milepoint
01160 Facility Carried
I-35 Feature Intersected
U.S. 77 UNDER Division
07 County
085 Location
1.2 MI N S/L Sufficiency
79.3 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
1 Vertical Clearance
N Horizontal Clearance
37.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1962 ADT Total
14650 ADT Year
2004 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
H Underclearance Right
1.499 Underclearance Left
2.165 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
37.999 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
102.034 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.
2 Deck Rating
5 Super Rating
6 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
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
23440 Future ADT Year
2024 Bypass Detour
60.894376 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1403 Max Measured Clearance
1405 Min Measured Clearance
1405 NBI Rating
15520 ODOT County
43 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
30ft.-40ft.-30ft. CONT. CONC. SLAB SPANS WITH 2-18ft. SAFETY CURBS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4317 0116WX H Index
88.5768 Latitude
33:44:18.13 Longitude
-97:08:45.82 I257A
_ I257B
1 I257C
0 I257D
_ I257E
_ I263
_ Roadway Name
I-35 Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
103 NBI Text
15520 Vault Link
http://plansrv1/bridgemaintvault/b15520 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
33.73836944 Longitude DD
-97.14606111 ODOT County Number
43 Maint. Dist.
7 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
15225 x
-10814250.0553374 y
3993725.30311252 |
|||||||||||||||||||||||||||||||||||||
| 15518 | 2407 0205 X | 15518 | Garfield | U.P. R.R. | U.S. 64 UNDER | 2407 0205 X | 2-39.5ft. I-BM. SPANS W/ STEEL & BALLASTED DECK SK. 74 DEG.15ft. LF | 1962 | 36.41985556 | -97.86700278 | 80.148 | 39.209 | — | 2 | 16 | 4 | 52.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Steel plate (orthotropic) (5) | ! | -2 | Not applicable (N) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Not applicable (N) | 27 - Railroad | 27 - Railroad | 1 - On Highway | 14 - Other Principal Arterial (Urban) | H | 5700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15223 BRKEY
15518 NBI No.
15518 On Under
2 Structure No.
2407 0205 X Control No.
007 Lane Ind.
Milepoint
02050 Facility Carried
U.P. R.R. Feature Intersected
U.S. 64 UNDER Division
04 County
047 Location
2.5 MI SE JCT 64 N Sufficiency
-2 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
2 Service Type Off
1 Vertical Clearance
N Horizontal Clearance
33.999 Bridge System
H Owner
27 - Railroad Custodian
27 - Railroad Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1962 ADT Total
5700 ADT Year
2022 Design Load
Railroad Skew
16 No. Main Spans
2 Road Width
52.001 Ref. Underclearance Rt.
H Underclearance Right
5 Underclearance Left
3.1 Deck Structure Type
5 No. Lanes
4 Fill RCB
Appr. Roadway Width
52.001 Span Type Main
M Material
3 - Steel Design
02 Length
80.148 Deck Width
39.209 Bridge Open Closed
! 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
N Culv. Rating
N Structure Rating
N Deck Geometry
N Underclearance
2 Bridge Posting
0 Waterway Adequacy
N Approach Alignment
! HS Operating Rating Method
! HS Operating Rating
0 HS Inv. Rating Method
! HS Inv. Method
0 H Operating Rating
! H Inv. Rating Method
! Future ADT
9120 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
Y Existing Posting
1408 Max Measured Clearance
1506 Min Measured Clearance
1411 NBI Rating
15518 ODOT County
24 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
9 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-39.5ft. I-BM. SPANS W/ STEEL & BALLASTED DECK SK. 74 DEG.15ft. LF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2407 0205 X H Index
-1 Latitude
36:25:11.48 Longitude
-97:52:01.21 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
0 Roadway Name
U.S. 64 UNDER Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
15518 Vault Link
http://plansrv1/bridgemaintvault/b15518 GIS FO/SD
FO H Inv. Method
0 Latitude DD
36.41985556 Longitude DD
-97.86700278 ODOT County Number
24 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
15223 x
-10894504.9149335 y
4358547.70591831 |
|||||||||||||||||||||||||||||||||||||
| 15801 | 7297R0024 X | 15801 | Tulsa | S.H. 151 | S.L. & S.F. R.R. UNDER | 7297 0024 X | 53ft.-76ft.-53ft. CONT. I- | 1963 | 36.13359167 | -96.26667222 | 186.024 | 35 | — | 3 | 50 | 2 | 32.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 67.4 | Fair (5) | Serious (3) | Fair (5) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 7300 | 2007 | 5 | Unmatched |
|
Raw data
OBJECTID
15220 BRKEY
15801 NBI No.
15801 On Under
1 Structure No.
7297R0024 X Control No.
097 Lane Ind.
Milepoint
00240 Facility Carried
S.H. 151 Feature Intersected
S.L. & S.F. R.R. UNDER Division
08 County
143 Location
0.2 MI N JCT SH 51 Sufficiency
67.4 Kind Hwy
3 Level Service
1 Route No.
00151 Service Type On
1 Service Type Off
2 Vertical Clearance
N Horizontal Clearance
32.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1963 ADT Total
7300 ADT Year
2007 Design Load
H 20 Skew
50 No. Main Spans
3 Road Width
32.001 Ref. Underclearance Rt.
R Underclearance Right
22.5 Underclearance Left
22.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
43.999 Span Type Main
M Material
3 - Steel Design
02 Length
186.024 Deck Width
35 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
7 Deck Rating
3 Super Rating
5 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
9 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
61.399 HS Inv. Rating Method
1 HS Inv. Method
36.817 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
11680 Future ADT Year
2027 Bypass Detour
8.699197 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15801 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
53ft.-76ft.-53ft. CONT. I- Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
7297 0024 X H Index
56.6486 Latitude
36:08:00.93 Longitude
-96:16:00.02 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 151 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15801 Vault Link
http://plansrv1/bridgemaintvault/b15801 GIS FO/SD
SD H Inv. Method
25.574 Latitude DD
36.13359167 Longitude DD
-96.26667222 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
15220 x
-10716356.9318934 y
4319018.98383106 |
|||||||||||||||||||||||||||||||||||||
| 15800 | 4317 1234 X | 15800 | Love | CO. RD. E2150 | I-35 UNDER | 4317 1234 X | 32ft. - 60ft. - 60ft. - 32ft. I-BEAM SPANS WITH (2) 18ft. SAFETY CURBS | 1963 | 33.89689167 | -97.13459167 | 185.039 | 27.001 | — | 4 | 0 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 83.1 | 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) | A | 300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15219 BRKEY
15800 NBI No.
15800 On Under
1 Structure No.
4317 1234 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. E2150 Feature Intersected
I-35 UNDER Division
07 County
085 Location
12.3 MI N TX S/L Sufficiency
83.1 Kind Hwy
4 Level Service
1 Route No.
E2150 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1963 ADT Total
300 ADT Year
2022 Design Load
H 15 Skew
0 No. Main Spans
4 Road Width
23.999 Ref. Underclearance Rt.
H Underclearance Right
11.299 Underclearance Left
23.399 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
23.999 Span Type Main
M Material
3 - Steel Design
02 Length
185.039 Deck Width
27.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
5 Underclearance
5 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
480 Future ADT Year
2042 Bypass Detour
1.999945 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
1604 Min Measured Clearance
1511 NBI Rating
15800 ODOT County
43 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
6 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
32ft. - 60ft. - 60ft. - 32ft. I-BEAM SPANS WITH (2) 18ft. SAFETY CURBS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4317 1234 X H Index
91.5652 Latitude
33:53:48.81 Longitude
-97:08:04.53 I257A
0 I257B
1 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. E2150 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
111 NBI Text
15800 Vault Link
http://plansrv1/bridgemaintvault/b15800 GIS FO/SD
Meets Standards H Inv. Method
15 Latitude DD
33.89689167 Longitude DD
-97.13459167 ODOT County Number
43 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
15219 x
-10812973.2831169 y
4014965.48503127 |
|||||||||||||||||||||||||||||||||||||
| 15799 | 7281 0323 X | 15799 | Tulsa | S.L. & S.F. R.R. | U.S. 169 UNDER | 7281 0323 X | 30ft.-59ft.-59ft.-30ft. BALL | 1963 | 36.185239 | -95.851958 | 182.087 | 24.501 | — | 4 | 16 | 6 | 50 | 3 - Steel | Girder and Floorbeam System (03) | M | Concrete cast-in-place (1) | ! | -1 | Not applicable (N) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Not applicable (N) | 27 - Railroad | 27 - Railroad | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | H | 60600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15218 BRKEY
15799 NBI No.
15799 On Under
2 Structure No.
7281 0323 X Control No.
081 Lane Ind.
Milepoint
03230 Facility Carried
S.L. & S.F. R.R. Feature Intersected
U.S. 169 UNDER Division
08 County
143 Location
3.4 MI N JCT I-44 Sufficiency
-1 Kind Hwy
2 Level Service
1 Route No.
00169 Service Type On
2 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
50 Bridge System
H Owner
27 - Railroad Custodian
27 - Railroad Hwy System
1 - On Highway Functional Class
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
1963 ADT Total
60600 ADT Year
2022 Design Load
Railroad Skew
16 No. Main Spans
4 Road Width
50 Ref. Underclearance Rt.
H Underclearance Right
8.999 Underclearance Left
6.001 Deck Structure Type
1 No. Lanes
6 Fill RCB
Appr. Roadway Width
50 Span Type Main
M Material
3 - Steel Design
03 Length
182.087 Deck Width
24.501 Bridge Open Closed
! TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
0 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
N Culv. Rating
N Structure Rating
N Deck Geometry
N Underclearance
2 Bridge Posting
0 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
! HS Operating Rating
0 HS Inv. Rating Method
! HS Inv. Method
0 H Operating Rating
! H Inv. Rating Method
! Future ADT
96960 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
Y Existing Posting
1406 Max Measured Clearance
1411 Min Measured Clearance
1409 NBI Rating
15799 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
9 Lft. Curb SW
0 Rt. Curb SW
0 Description
30ft.-59ft.-59ft.-30ft. BALL Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7281 0323 X H Index
-1 Latitude
36:11:06.86 Longitude
-95:51:07.05 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
0 Roadway Name
U.S. 169 UNDER Scour
N Design Structure
3 - Girder and Floorbeam System FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15799 Vault Link
http://plansrv1/bridgemaintvault/b15799 GIS FO/SD
FO H Inv. Method
0 Latitude DD
36.185239 Longitude DD
-95.851958 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
15218 x
-10670191.1560982 y
4326139.99979275 |
|||||||||||||||||||||||||||||||||||||
| 15798 | 1706 0250 X | 15798 | Cotton | CO. RD. E1990 | I-44 UNDER | 1706 0250 X | 32ft.,2-57ft.,32ft. PRESTRESSED CONC. BEAM SPANS WITH 2-18 INCH SAFETY CURBS | 1963 | 34.13 | -98.51444444 | 180.118 | 31.001 | — | 4 | 0 | 2 | 27.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 85.8 | Satisfactory (6) | Good (7) | Satisfactory (6) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | A | 75 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15217 BRKEY
15798 NBI No.
15798 On Under
1 Structure No.
1706 0250 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. E1990 Feature Intersected
I-44 UNDER Division
07 County
033 Location
2.6 N OK. TEXAS LINE Sufficiency
85.8 Kind Hwy
4 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
N Horizontal Clearance
27.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1963 ADT Total
75 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
4 Road Width
27.999 Ref. Underclearance Rt.
H Underclearance Right
8.999 Underclearance Left
20 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
27.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
180.118 Deck Width
31.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
7 Super Rating
6 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
2 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
27 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
120 Future ADT Year
2042 Bypass Detour
1.999945 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
1700 Min Measured Clearance
1700 NBI Rating
15798 ODOT County
17 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
32ft.,2-57ft.,32ft. PRESTRESSED CONC. BEAM SPANS WITH 2-18 INCH SAFETY CURBS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1706 0250 X H Index
99.5789 Latitude
34:07:48 Longitude
-98:30:52 I257A
0 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
CO. RD. E1990 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
102 NBI Text
15798 Vault Link
http://plansrv1/bridgemaintvault/b15798 GIS FO/SD
FO H Inv. Method
22 Latitude DD
34.13 Longitude DD
-98.51444444 ODOT County Number
17 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
15217 x
-10966577.790843 y
4046271.23589463 |
|||||||||||||||||||||||||||||||||||||
| 15796 | 1706 0152 X | 15796 | Cotton | S.H. 36 | I-44 UNDER | 1706 0152 X | 32ft.-57ft.-57ft.-32ft. I-BM SPANS WITH 2-18 INCH SAFETY CURBS | 1963 | 34.11694444 | -98.52055556 | 187.992 | 31.001 | — | 4 | 0 | 2 | 27.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 86.5 | 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) | A | 1200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15215 BRKEY
15796 NBI No.
15796 On Under
1 Structure No.
1706 0152 X Control No.
Lane Ind.
Milepoint
Facility Carried
S.H. 36 Feature Intersected
I-44 UNDER Division
07 County
033 Location
1.6 N OK. TEXAS LINE Sufficiency
86.5 Kind Hwy
3 Level Service
1 Route No.
00036 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
27.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1963 ADT Total
1200 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
4 Road Width
27.999 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
19.501 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
27.999 Span Type Main
M Material
3 - Steel Design
02 Length
187.992 Deck Width
31.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
N Culv. Rating
N Structure Rating
8 Deck Geometry
5 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
62 HS Inv. Rating Method
1 HS Inv. Method
37 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1920 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
1702 Min Measured Clearance
1603 NBI Rating
15796 ODOT County
17 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
5 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
32ft.-57ft.-57ft.-32ft. I-BM SPANS WITH 2-18 INCH SAFETY CURBS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1706 0152 X H Index
77.1882 Latitude
34:07:01 Longitude
-98:31:14 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
S.H. 36 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
101 NBI Text
15796 Vault Link
http://plansrv1/bridgemaintvault/b15796 GIS FO/SD
Meets Standards H Inv. Method
25 Latitude DD
34.11694444 Longitude DD
-98.52055556 ODOT County Number
17 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
15215 x
-10967258.0776096 y
4044515.63720622 |
|||||||||||||||||||||||||||||||||||||
| 15703 | 5422 1698 X | 15703 | Okfuskee | I-40 | BAD CREEK | 5422 1698 X | (12ft.-14ft.-12ft.)X 12ft.X 212ft. RDY R.C.BOX 3ft. ADDITIONAL CURTAIN WALL | 1963 | 35.42771944 | -96.15094167 | 41.995 | 0 | — | 3 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 64.7 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Fair (5) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 15600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15210 BRKEY
15703 NBI No.
15703 On Under
1 Structure No.
5422 1698 X Control No.
022 Lane Ind.
Milepoint
16980 Facility Carried
I-40 Feature Intersected
BAD CREEK Division
03 County
107 Location
16.9 MI E SEMINOLE CO Sufficiency
64.7 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1963 ADT Total
15600 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
11 Appr. Roadway Width
37.999 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
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
5 Structure Rating
5 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 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
24960 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
15703 ODOT County
54 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
(12ft.-14ft.-12ft.)X 12ft.X 212ft. RDY R.C.BOX 3ft. ADDITIONAL CURTAIN WALL Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5422 1698 X H Index
97.4339 Latitude
35:25:39.79 Longitude
-96:09:03.39 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-40 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15703 Vault Link
http://plansrv1/bridgemaintvault/b15703 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
35.42771944 Longitude DD
-96.15094167 ODOT County Number
54 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
15210 x
-10703473.8659981 y
4222159.49672524 |
|||||||||||||||||||||||||||||||||||||
| 15702 | 4317 1393EX | 15702 | Love | I-35 NB | BILL'S CREEK | 4317 1393EX | (3) 10ft. X 10ft. X 190ft. RCB SKEWED 45° | 1963 | 33.91996667 | -97.13328333 | 47.9 | 0 | — | 3 | 45 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 97.9 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 14200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15209 BRKEY
15702 NBI No.
15702 On Under
1 Structure No.
4317 1393EX Control No.
017 Lane Ind.
E Milepoint
13930 Facility Carried
I-35 NB Feature Intersected
BILL'S CREEK Division
07 County
085 Location
13.9 MI N TX S/L Sufficiency
97.9 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
99.99 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1963 ADT Total
14200 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
2 Fill RCB
16 Appr. Roadway Width
112.999 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
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
100 HS Inv. Rating Method
1 HS Inv. Method
79.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
22720 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
15702 ODOT County
43 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(3) 10ft. X 10ft. X 190ft. RCB SKEWED 45° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4317 1393EX H Index
98.5526 Latitude
33:55:11.88 Longitude
-97:07:59.82 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-35 NB Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
113 NBI Text
15702 Vault Link
http://plansrv1/bridgemaintvault/b15702 GIS FO/SD
Meets Standards H Inv. Method
67 Latitude DD
33.91996667 Longitude DD
-97.13328333 ODOT County Number
43 Maint. Dist.
7 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
15209 x
-10812827.6393744 y
4018060.561236 |
|||||||||||||||||||||||||||||||||||||
| 15513 | 5568 1191 X | 15513 | Oklahoma | I-40 | HOG CREEK | 5568 1191 X | (4)-15ft.X 11ft.X 238ft. R.C.BOX W/ 6ft. CURTAIN WALLS SK. 60 DEG. RF | 1962 | 35.39925278 | -97.28064167 | 75 | 0 | — | 4 | 30 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 83 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 55300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15200 BRKEY
15513 NBI No.
15513 On Under
1 Structure No.
5568 1191 X Control No.
068 Lane Ind.
Milepoint
11910 Facility Carried
I-40 Feature Intersected
HOG CREEK Division
04 County
109 Location
0.2 MI E OF JCT I240 Sufficiency
83 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
99.9 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
1962 ADT Total
55300 ADT Year
2022 Design Load
HS 20 Skew
30 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
10 Appr. Roadway Width
53.999 Span Type Main
M Material
1 - Concrete Design
19 Length
75 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
64.7 HS Inv. Rating Method
1 HS Inv. Method
38.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
88480 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
15513 ODOT County
55 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(4)-15ft.X 11ft.X 238ft. R.C.BOX W/ 6ft. CURTAIN WALLS SK. 60 DEG. RF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5568 1191 X H Index
96.7655 Latitude
35:23:57.31 Longitude
-97:16:50.31 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-40 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
15513 Vault Link
http://plansrv1/bridgemaintvault/b15513 GIS FO/SD
Meets Standards H Inv. Method
21.9 Latitude DD
35.39925278 Longitude DD
-97.28064167 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
15200 x
-10829231.4947473 y
4218271.24211386 |
|||||||||||||||||||||||||||||||||||||
| 15512 | 2710 0245 X | 15512 | Grant | U.S. 81 | CREEK | 2710 0245 X | (10.25ft.,3-12.5ft.,10.25ft.) X 5ft.X 44ft. R.C. BOX SK.60 DEG. LF W/ BC HANDRAILS | 1962 | 36.70492778 | -97.80403056 | 70.164 | 46.001 | — | 5 | 30 | 2 | 43.999 | 1 - Concrete | Culvert (19) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.6 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 1500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15199 BRKEY
15512 NBI No.
15512 On Under
1 Structure No.
2710 0245 X Control No.
010 Lane Ind.
Milepoint
02450 Facility Carried
U.S. 81 Feature Intersected
CREEK Division
04 County
053 Location
2.5 MI N JCT US 60 Sufficiency
97.6 Kind Hwy
2 Level Service
1 Route No.
00081 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
43.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1962 ADT Total
1500 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
5 Road Width
43.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
FG Appr. Roadway Width
41.998 Span Type Main
M Material
1 - Concrete Design
19 Length
70.164 Deck Width
46.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
6 Structure Rating
6 Deck Geometry
8 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.1 HS Inv. Rating Method
2 HS Inv. Method
36 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
2400 Future ADT Year
2042 Bypass Detour
21.12662 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
15512 ODOT County
27 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
(10.25ft.,3-12.5ft.,10.25ft.) X 5ft.X 44ft. R.C. BOX SK.60 DEG. LF W/ BC HANDRAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2710 0245 X H Index
87.7473 Latitude
36:42:17.74 Longitude
-97:48:14.51 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
15512 Vault Link
http://plansrv1/bridgemaintvault/b15512 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
36.70492778 Longitude DD
-97.80403056 ODOT County Number
27 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
15199 x
-10887494.879469 y
4398056.94527189 |