ODOT On System Bridges NBI
Oklahoma Department of Transportation (ArcGIS / NBI)
National Bridge Inventory data published by the Oklahoma Department of Transportation, exported from their public ArcGIS service. Cross-referenced against existing bridges by structure number / NBI number.
| Match | |||||||||||||||||||||||||||||||||||||
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| 13805 | 1316 0451 X | 13805 | Cimarron | U.S. 56 | CREEK | 1316 0451 X | (10.25ft.,3-12.5ft.,10.25ft.)X 8ft.X 42.3ft. R.C.BOX WITH HANDRAILS | 1957 | 36.78881667 | -102.31104722 | 62.008 | 42.3 | — | 5 | 0 | 2 | 40.3 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 83.6 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Fair (5) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 590 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13926 BRKEY
13805 NBI No.
13805 On Under
1 Structure No.
1316 0451 X Control No.
016 Lane Ind.
Milepoint
04510 Facility Carried
U.S. 56 Feature Intersected
CREEK Division
06 County
025 Location
4.6 MI. NE. JCT. US64 Sufficiency
83.6 Kind Hwy
2 Level Service
1 Route No.
00056 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40.299 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
1957 ADT Total
590 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
5 Road Width
40.3 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
62.008 Deck Width
42.3 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
5 Structure Rating
5 Deck Geometry
9 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
944 Future ADT Year
2042 Bypass Detour
42.874612 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
13805 ODOT County
13 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
(10.25ft.,3-12.5ft.,10.25ft.)X 8ft.X 42.3ft. R.C.BOX WITH HANDRAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1316 0451 X H Index
67.7524 Latitude
36:47:19.74 Longitude
-102:18:39.77 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 56 Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
13805 Vault Link
http://plansrv1/bridgemaintvault/b13805 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
36.78881667 Longitude DD
-102.31104722 ODOT County Number
13 Maint. Dist.
6 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
13926 x
-11389213.679057 y
4409711.29185695 |
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| 14170 | 0504 0273SX | 14170 | Beckham | I-40 | TIMBER CREEK | 0504 0273SX | 64ft.-80ft.-64ft. CONT. I-BEAM SPANS | 1958 | 35.34488333 | -99.58098611 | 208.99 | 41.001 | — | 3 | 0 | 2 | 38.002 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95.1 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 7850 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13922 BRKEY
14170 NBI No.
14170 On Under
1 Structure No.
0504 0273SX Control No.
004 Lane Ind.
S Milepoint
02730 Facility Carried
I-40 Feature Intersected
TIMBER CREEK Division
05 County
009 Location
2.8 MI E I-40 BUS. Sufficiency
95.1 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
38.002 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1958 ADT Total
7850 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
38.002 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38.002 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
208.99 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
7 Super Rating
7 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
52 HS Inv. Rating Method
1 HS Inv. Method
31 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
12560 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
14170 ODOT County
05 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
64ft.-80ft.-64ft. CONT. I-BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0504 0273SX H Index
95.8312 Latitude
35:20:41.58 Longitude
-99:34:51.55 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-40 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
W NBI Text
14170 Vault Link
http://plansrv1/bridgemaintvault/b14170 GIS FO/SD
Meets Standards H Inv. Method
22 Latitude DD
35.34488333 Longitude DD
-99.58098611 ODOT County Number
5 Maint. Dist.
5 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
13922 x
-11085304.6664572 y
4210848.74399001 |
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| 14169 | 0504 0273NX | 14169 | Beckham | I-40 | TIMBER CREEK | 0504 0273NX | 64ft.-80ft.-64ft. CONT. I-BEAM SPANS | 1958 | 35.34513333 | -99.58119167 | 208.99 | 41.001 | — | 3 | 0 | 2 | 38.002 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.9 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 7650 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13921 BRKEY
14169 NBI No.
14169 On Under
1 Structure No.
0504 0273NX Control No.
004 Lane Ind.
N Milepoint
02730 Facility Carried
I-40 Feature Intersected
TIMBER CREEK Division
05 County
009 Location
2.8 MI E I-40 BUS. Sufficiency
97.9 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
38.002 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1958 ADT Total
7650 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
38.002 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38.002 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
208.99 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
7 Super Rating
7 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
61 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
12240 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
14169 ODOT County
05 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
5 Lft. Curb SW
0 Rt. Curb SW
0 Description
64ft.-80ft.-64ft. CONT. I-BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0504 0273NX H Index
96.4358 Latitude
35:20:42.48 Longitude
-99:34:52.29 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-40 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
W NBI Text
14169 Vault Link
http://plansrv1/bridgemaintvault/b14169 GIS FO/SD
Meets Standards H Inv. Method
34 Latitude DD
35.34513333 Longitude DD
-99.58119167 ODOT County Number
5 Maint. Dist.
5 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
13921 x
-11085327.5492918 y
4210882.86246355 |
|||||||||||||||||||||||||||||||||||||
| 14168 | 0812 0140 X | 14168 | Caddo | U.S. 281 | WASHITA RIVER O'FLOW | 0812 0140 X | 5-40ft. I-BM. SPANS | 1958 | 35.09281111 | -98.24376111 | 201.115 | 31.001 | — | 5 | 0 | 2 | 27.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 55.9 | Fair (5) | Satisfactory (6) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 3400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13920 BRKEY
14168 NBI No.
14168 On Under
1 Structure No.
0812 0140 X Control No.
012 Lane Ind.
Milepoint
01400 Facility Carried
U.S. 281 Feature Intersected
WASHITA RIVER O'FLOW Division
07 County
015 Location
1.4 N US62 ANADARKO Sufficiency
55.9 Kind Hwy
2 Level Service
1 Route No.
00281 Service Type On
1 Service Type Off
9 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
06 - Minor Arterial (Rural) Year Built
1958 ADT Total
3400 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
5 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
28.031 Span Type Main
M Material
3 - Steel Design
02 Length
201.115 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
6 Super Rating
6 Sub Rating
5 Chan. Rating
8 Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
56 HS Inv. Rating Method
1 HS Inv. Method
34 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5440 Future ADT Year
2042 Bypass Detour
55.923407 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Y Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
14168 ODOT County
08 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
5-40ft. I-BM. SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0812 0140 X H Index
87.4599 Latitude
35:05:34.12 Longitude
-98:14:37.54 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 281 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
22 NBI Text
14168 Vault Link
http://plansrv1/bridgemaintvault/b14168 GIS FO/SD
Meets Standards H Inv. Method
25 Latitude DD
35.09281111 Longitude DD
-98.24376111 ODOT County Number
8 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
13920 x
-10936445.4603812 y
4176500.9670024 |
|||||||||||||||||||||||||||||||||||||
| 14167 | 7278 1335SX | 14167 | Tulsa | I-44 EB | 129TH E.AVE. UNDER | 7278 1335SX | 100ft.,2-72ft.,60ft. PRESTRESSED CONC BM SPANS SK. 49 DEG. 18ft. | 1992 | 36.15774167 | -95.83378611 | 307.087 | 58.071 | — | 4 | 41 | 3 | 55.118 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95.8 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 23000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13919 BRKEY
14167 NBI No.
14167 On Under
1 Structure No.
7278 1335SX Control No.
078 Lane Ind.
S Milepoint
13350 Facility Carried
I-44 EB Feature Intersected
129TH E.AVE. UNDER Division
08 County
143 Location
2 MI E JCT US 169 Sufficiency
95.8 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
54.79 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
1992 ADT Total
23000 ADT Year
2022 Design Load
HS 20 Skew
41 No. Main Spans
4 Road Width
55.118 Ref. Underclearance Rt.
H Underclearance Right
6.001 Underclearance Left
6.001 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
53.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
307.087 Deck Width
58.071 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
79.4 HS Inv. Rating Method
1 HS Inv. Method
47.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
36800 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1706 Max Measured Clearance
1906 Min Measured Clearance
1710 NBI Rating
14167 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
100ft.,2-72ft.,60ft. PRESTRESSED CONC BM SPANS SK. 49 DEG. 18ft. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7278 1335SX H Index
99.0927 Latitude
36:09:27.87 Longitude
-95:50:01.63 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
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
-1 NBI Text
14167 Vault Link
http://plansrv1/bridgemaintvault/b14167 GIS FO/SD
Meets Standards H Inv. Method
34.3 Latitude DD
36.15774167 Longitude DD
-95.83378611 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
13919 x
-10668168.2705567 y
4322348.14680428 |
|||||||||||||||||||||||||||||||||||||
| 14166 | 7278 1335NX | 14166 | Tulsa | I-44 WB | 129TH E.AVE. UNDER | 7278 1335NX | 100ft.,2-72ft.,60ft. PRESTRESSED CONC BM SPANS SK. 49 DEG. 18ft. | 1992 | 36.15815556 | -95.83378611 | 307.087 | 58.071 | — | 4 | 41 | 3 | 55.118 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95.8 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 22950 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13918 BRKEY
14166 NBI No.
14166 On Under
1 Structure No.
7278 1335NX Control No.
078 Lane Ind.
N Milepoint
13350 Facility Carried
I-44 WB Feature Intersected
129TH E.AVE. UNDER Division
08 County
143 Location
2 MI E JCT US 169 Sufficiency
95.8 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
54.79 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
1992 ADT Total
22950 ADT Year
2022 Design Load
HS 20 Skew
41 No. Main Spans
4 Road Width
55.118 Ref. Underclearance Rt.
H Underclearance Right
6.001 Underclearance Left
6.001 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
53.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
307.087 Deck Width
58.071 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
76.6 HS Inv. Rating Method
1 HS Inv. Method
44.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
36720 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1706 Max Measured Clearance
1708 Min Measured Clearance
1702 NBI Rating
14166 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
100ft.,2-72ft.,60ft. PRESTRESSED CONC BM SPANS SK. 49 DEG. 18ft. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7278 1335NX H Index
95.5638 Latitude
36:09:29.36 Longitude
-95:50:01.63 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
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
-1 NBI Text
14166 Vault Link
http://plansrv1/bridgemaintvault/b14166 GIS FO/SD
Meets Standards H Inv. Method
30.5 Latitude DD
36.15815556 Longitude DD
-95.83378611 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
13918 x
-10668168.2705567 y
4322405.21194112 |
|||||||||||||||||||||||||||||||||||||
| 14074 | 5704 1720 X | 14074 | Osage | U.S. 60 | CREEK | 5704 1720 X | 3-10ft. X 8ft. X 70ft. R.C. BOX SK. 45 DEG. | 1958 | 36.66562222 | -96.38703611 | 46.916 | 0 | — | 3 | 45 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 92.2 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 2100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13916 BRKEY
14074 NBI No.
14074 On Under
1 Structure No.
5704 1720 X Control No.
004 Lane Ind.
Milepoint
17200 Facility Carried
U.S. 60 Feature Intersected
CREEK Division
08 County
113 Location
17.2 MI. E. JCT. SH18 Sufficiency
92.2 Kind Hwy
2 Level Service
1 Route No.
00060 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1958 ADT Total
2100 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
5 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
46.916 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
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
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
100 HS Inv. Rating Method
1 HS Inv. Method
75.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3360 Future ADT Year
2042 Bypass Detour
29.825817 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
14074 ODOT County
57 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft. X 8ft. X 70ft. R.C. BOX SK. 45 DEG. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5704 1720 X H Index
98.3777 Latitude
36:39:56.24 Longitude
-96:23:13.33 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 60 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
14074 Vault Link
http://plansrv1/bridgemaintvault/b14074 GIS FO/SD
Meets Standards H Inv. Method
41.9 Latitude DD
36.66562222 Longitude DD
-96.38703611 ODOT County Number
57 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
13916 x
-10729755.7788381 y
4392600.75903259 |
|||||||||||||||||||||||||||||||||||||
| 14073 | 1820 1104 X | 14073 | Craig | S.H. 10 | CLEAR CREEK TRIB. | 1820 1104 X | (12ft.-14ft.-12ft.) X 8ft. X 38ft. R.C. BOX WITH HANDRAILS | 1958 | 36.88778889 | -95.29485 | 41.01 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 92.6 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 250 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13915 BRKEY
14073 NBI No.
14073 On Under
1 Structure No.
1820 1104 X Control No.
020 Lane Ind.
Milepoint
11040 Facility Carried
S.H. 10 Feature Intersected
CLEAR CREEK TRIB. Division
08 County
035 Location
11.1 MI W JCT US 59 Sufficiency
92.6 Kind Hwy
3 Level Service
1 Route No.
00010 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
26.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1958 ADT Total
250 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
26.001 Span Type Main
M Material
1 - Concrete Design
19 Length
41.01 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
47 HS Inv. Rating Method
3 HS Inv. Method
36.2 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
400 Future ADT Year
2042 Bypass Detour
85.127853 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
14073 ODOT County
18 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(12ft.-14ft.-12ft.) X 8ft. X 38ft. R.C. BOX WITH HANDRAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1820 1104 X H Index
67 Latitude
36:53:16.04 Longitude
-95:17:41.46 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 10 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
14073 Vault Link
http://plansrv1/bridgemaintvault/b14073 GIS FO/SD
Meets Standards H Inv. Method
20.1 Latitude DD
36.88778889 Longitude DD
-95.29485 ODOT County Number
18 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13915 x
-10608174.1772214 y
4423477.52561918 |
|||||||||||||||||||||||||||||||||||||
| 14072 | 5509 1113 X | 14072 | Oklahoma | I-35 | COFFEE CREEK | 5509 1102 X | (13ft.-17ft.-13ft.) X 14ft. X 130ft. RCB W/ DROP AT EAST END & 6FT CURTAIN WALLS | 1958 | 35.69123889 | -97.41592778 | 45.299 | 0 | — | 3 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 83 | 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 | 48100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13914 BRKEY
14072 NBI No.
14072 On Under
1 Structure No.
5509 1113 X Control No.
009 Lane Ind.
Milepoint
11130 Facility Carried
I-35 Feature Intersected
COFFEE CREEK Division
04 County
109 Location
2.6 MI N JCT SH 66 Sufficiency
83 Kind Hwy
1 Level Service
1 Route No.
00035 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
1958 ADT Total
48100 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
5 Appr. Roadway Width
71.998 Span Type Main
M Material
1 - Concrete Design
19 Length
45.299 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.053 HS Inv. Rating Method
1 HS Inv. Method
36.046 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
76960 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
14072 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
(13ft.-17ft.-13ft.) X 14ft. X 130ft. RCB W/ DROP AT EAST END & 6FT CURTAIN WALLS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5509 1102 X H Index
97.108 Latitude
35:41:28.46 Longitude
-97:24:57.34 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-35 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
14072 Vault Link
http://plansrv1/bridgemaintvault/b14072 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
35.69123889 Longitude DD
-97.41592778 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
13914 x
-10844291.4756239 y
4258219.06847417 |
|||||||||||||||||||||||||||||||||||||
| 14071 | 1820 1020 X | 14071 | Craig | S.H. 10 | CREEK | 1820 1020 X | (12ft.-14ft.-12ft.) X 6ft. X 38ft. R.C. BOX WITH HANDRAILS SK. 60 DEG. | 1958 | 36.88764167 | -95.27967222 | 46.916 | 0 | — | 3 | 30 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 91.4 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 250 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13913 BRKEY
14071 NBI No.
14071 On Under
1 Structure No.
1820 1020 X Control No.
020 Lane Ind.
Milepoint
10200 Facility Carried
S.H. 10 Feature Intersected
CREEK Division
08 County
035 Location
10.3 MI W JCT US 59 Sufficiency
91.4 Kind Hwy
3 Level Service
1 Route No.
00010 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
26.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1958 ADT Total
250 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
26.001 Span Type Main
M Material
1 - Concrete Design
19 Length
46.916 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
7 HS Operating Rating Method
3 HS Operating Rating
42.8 HS Inv. Rating Method
3 HS Inv. Method
33.1 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
400 Future ADT Year
2042 Bypass Detour
85.127853 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
14071 ODOT County
18 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(12ft.-14ft.-12ft.) X 6ft. X 38ft. R.C. BOX WITH HANDRAILS SK. 60 DEG. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1820 1020 X H Index
67 Latitude
36:53:15.51 Longitude
-95:16:46.82 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 10 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
14071 Vault Link
http://plansrv1/bridgemaintvault/b14071 GIS FO/SD
Meets Standards H Inv. Method
18.3 Latitude DD
36.88764167 Longitude DD
-95.27967222 ODOT County Number
18 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13913 x
-10606484.5944804 y
4423457.03526989 |
|||||||||||||||||||||||||||||||||||||
| 14070 | 7502 0979 X | 14070 | Washita | I-40 | CREEK | 7502 0979 X | 3-10ft.X10ft.X333ft. RDY. R.C.B., SK. 45 DEG. L.F. | 1958 | 35.43520278 | -99.19785833 | 44.948 | 0 | — | 3 | 45 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 70 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 17400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13912 BRKEY
14070 NBI No.
14070 On Under
1 Structure No.
7502 0979 X Control No.
002 Lane Ind.
Milepoint
09790 Facility Carried
I-40 Feature Intersected
CREEK Division
05 County
149 Location
9.8 MI E BECKHAM C/L Sufficiency
70 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
01 - Principal Arterial Interstate (Rural) Year Built
1958 ADT Total
17400 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
4 Fill RCB
12 Appr. Roadway Width
116.001 Span Type Main
M Material
1 - Concrete Design
19 Length
44.948 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
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
99.98 HS Inv. Rating Method
1 HS Inv. Method
99.96 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
27840 Future ADT Year
2042 Bypass Detour
16.777022 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
14070 ODOT County
75 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X10ft.X333ft. RDY. R.C.B., SK. 45 DEG. L.F. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7502 0979 X H Index
97.36 Latitude
35:26:06.73 Longitude
-99:11:52.29 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
W NBI Text
14070 Vault Link
http://plansrv1/bridgemaintvault/b14070 GIS FO/SD
Meets Standards H Inv. Method
73.11 Latitude DD
35.43520278 Longitude DD
-99.19785833 ODOT County Number
75 Maint. Dist.
5 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
13912 x
-11042655.0770789 y
4223181.87251716 |
|||||||||||||||||||||||||||||||||||||
| 13979 | 3419 0332 X | 13979 | Jefferson | S.H. 89 | CREEK | 3419 0332 X | 2 - 10ft. X 6ft. X 30ft. RCB | 1958 | 34.218275 | -97.59743333 | 21.982 | 32.001 | — | 2 | 0 | 2 | 30 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 89.6 | 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 | 920 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13911 BRKEY
13979 NBI No.
13979 On Under
1 Structure No.
3419 0332 X Control No.
019 Lane Ind.
Milepoint
03320 Facility Carried
S.H. 89 Feature Intersected
CREEK Division
07 County
067 Location
3.5 MI N JCT US70 Sufficiency
89.6 Kind Hwy
3 Level Service
1 Route No.
00089 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
30 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1958 ADT Total
920 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
22.001 Span Type Main
M Material
1 - Concrete Design
19 Length
21.982 Deck Width
32.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
6 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
48.3 HS Inv. Rating Method
1 HS Inv. Method
29 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1472 Future ADT Year
2042 Bypass Detour
23 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
13979 ODOT County
34 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2 - 10ft. X 6ft. X 30ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3419 0332 X H Index
97.0818 Latitude
34:13:05.79 Longitude
-97:35:50.76 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 89 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
055 NBI Text
13979 Vault Link
http://plansrv1/bridgemaintvault/b13979 GIS FO/SD
Meets Standards H Inv. Method
16.1 Latitude DD
34.218275 Longitude DD
-97.59743333 ODOT County Number
34 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13911 x
-10864496.5810261 y
4058148.81794201 |
|||||||||||||||||||||||||||||||||||||
| 13978 | 6630T0270 X | 13978 | Rogers | WILL ROGERS TPI-44 | CREEK | 6630T0270 X | 2-10ft.X 6ft. X181ft. RC BOX | 1958 | 36.19584167 | -95.71671111 | 20.997 | 182.999 | — | 2 | 0 | 4 | 181.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 92.5 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | Y | 26200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13910 BRKEY
13978 NBI No.
13978 On Under
1 Structure No.
6630T0270 X Control No.
030 Lane Ind.
Milepoint
02700 Facility Carried
WILL ROGERS TPI-44 Feature Intersected
CREEK Division
08 County
131 Location
3.3MI NE OF T.P.GATE Sufficiency
92.5 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
81.001 Bridge System
Y Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1958 ADT Total
26200 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
181.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
23 Appr. Roadway Width
81.001 Span Type Main
M Material
1 - Concrete Design
19 Length
20.997 Deck Width
182.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
0 HS Operating Rating
60.1 HS Inv. Rating Method
0 HS Inv. Method
36 H Operating Rating
0 H Inv. Rating Method
0 Future ADT
41920 Future ADT Year
2042 Bypass Detour
1.242742 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
13978 ODOT County
66 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 6ft. X181ft. RC BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6630T0270 X H Index
93.35 Latitude
36:11:45.03 Longitude
-95:43:00.16 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
03.30 NBI Text
13978 Vault Link
http://plansrv1/bridgemaintvault/b13978 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
36.19584167 Longitude DD
-95.71671111 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
13910 x
-10655135.5411721 y
4327602.45243508 |
|||||||||||||||||||||||||||||||||||||
| 13977 | 5151 0153 X | 13977 | Muskogee | U.S. 62 BUS. | CREEK | 5151 0153 X | 2-10ft.X 4ft.X 111ft. R.C. | 1958 | 35.76774722 | -95.35802778 | 25.919 | 0 | — | 2 | 30 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 67 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | C | 14100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13909 BRKEY
13977 NBI No.
13977 On Under
1 Structure No.
5151 0153 X Control No.
051 Lane Ind.
Milepoint
01530 Facility Carried
U.S. 62 BUS. Feature Intersected
CREEK Division
01 County
101 Location
0.1 MI S JCT US 62 Sufficiency
67 Kind Hwy
3 Level Service
6 Route No.
0062B Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
67.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1958 ADT Total
14100 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
6 Appr. Roadway Width
67.999 Span Type Main
M Material
1 - Concrete Design
19 Length
25.919 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
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
99.9 HS Inv. Rating Method
1 HS Inv. Method
84.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
22560 Future ADT Year
2042 Bypass Detour
12.3 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
35 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
13977 ODOT County
51 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 4ft.X 111ft. R.C. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5151 0153 X H Index
67 Latitude
35:46:03.89 Longitude
-95:21:28.9 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 62 BUS. Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
6 - Business Historical Significance
5 Local Bridge ID
-1 NBI Text
13977 Vault Link
http://plansrv1/bridgemaintvault/b13977 GIS FO/SD
Meets Standards H Inv. Method
46.9 Latitude DD
35.76774722 Longitude DD
-95.35802778 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
13909 x
-10615207.0955204 y
4268710.62741924 |
|||||||||||||||||||||||||||||||||||||
| 13976 | 3219R0143 X | 13976 | Hughes | S.H. 31 | CREEK | 3219R0143 X | 21ft. I-BM. TIMBER SPAN | 1958 | 34.83126944 | -96.09188333 | 23.95 | 23.999 | — | 1 | 0 | 2 | 22.7 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 28.3 | Critical (2) | Poor (4) | Poor (4) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 150 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
13908 BRKEY
13976 NBI No.
13976 On Under
1 Structure No.
3219R0143 X Control No.
019 Lane Ind.
Milepoint
01430 Facility Carried
S.H. 31 Feature Intersected
CREEK Division
03 County
063 Location
0.5 MI S JCT SH 31A Sufficiency
28.3 Kind Hwy
3 Level Service
1 Route No.
00031 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
23.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1958 ADT Total
150 ADT Year
1999 Design Load
Other or Unknown Skew
0 No. Main Spans
1 Road Width
22.7 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
20 Span Type Main
M Material
3 - Steel Design
02 Length
23.95 Deck Width
23.999 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
4 Super Rating
4 Sub Rating
4 Chan. Rating
6 Culv. Rating
N Structure Rating
2 Deck Geometry
4 Underclearance
N Bridge Posting
0 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
5.952 HS Inv. Rating Method
2 HS Inv. Method
5.952 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
150 Future ADT Year
2017 Bypass Detour
3.106856 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
13976 ODOT County
32 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
21ft. I-BM. TIMBER SPAN Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
3219R0143 X H Index
100 Latitude
34:49:52.57 Longitude
-96:05:30.78 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 31 Scour
6 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
13976 Vault Link
http://plansrv1/bridgemaintvault/b13976 GIS FO/SD
SD H Inv. Method
4.96 Latitude DD
34.83126944 Longitude DD
-96.09188333 ODOT County Number
32 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13908 x
-10696899.5216623 y
4140974.9105676 |
|||||||||||||||||||||||||||||||||||||
| 13975 | 5506 0064 X | 13975 | Oklahoma | S.H. 66 | CREEK | 5506 0064 X | 2-10ft.X 12ft.X 123ft. R.C.BOX WITH HANDRAILS | 1958 | 35.51484167 | -97.66011944 | 22.999 | 0 | — | 2 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 64.7 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | B | 17400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13907 BRKEY
13975 NBI No.
13975 On Under
1 Structure No.
5506 0064 X Control No.
006 Lane Ind.
Milepoint
00640 Facility Carried
S.H. 66 Feature Intersected
CREEK Division
04 County
109 Location
0.6 MI E CANADIAN C/L Sufficiency
64.7 Kind Hwy
3 Level Service
1 Route No.
00066 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
99.9 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1958 ADT Total
17400 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
1 No. Lanes
4 Fill RCB
FG Appr. Roadway Width
68.002 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
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
52.8 HS Inv. Rating Method
1 HS Inv. Method
31.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
27840 Future ADT Year
2042 Bypass Detour
13.000001 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
13975 ODOT County
55 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
4 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 12ft.X 123ft. R.C.BOX WITH HANDRAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5506 0064 X H Index
92.3634 Latitude
35:30:53.43 Longitude
-97:39:36.43 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 66 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
13975 Vault Link
http://plansrv1/bridgemaintvault/b13975 GIS FO/SD
Meets Standards H Inv. Method
17.6 Latitude DD
35.51484167 Longitude DD
-97.66011944 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
13907 x
-10871474.7668711 y
4234068.05129781 |
|||||||||||||||||||||||||||||||||||||
| 13974 | 7217 0011 X | 13974 | Tulsa | U.S. 75 | CREEK | 7217 0011 X | 2-10ft.X 10ft.X 161ft. R.C.BOX | 1958 | 35.858675 | -96.01503333 | 22.966 | 0 | — | 2 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 70 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 20300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13906 BRKEY
13974 NBI No.
13974 On Under
1 Structure No.
7217 0011 X Control No.
017 Lane Ind.
Milepoint
00110 Facility Carried
U.S. 75 Feature Intersected
CREEK Division
08 County
143 Location
0.1 MI N OKMULGEE CO Sufficiency
70 Kind Hwy
2 Level Service
1 Route No.
00075 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1958 ADT Total
20300 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
15 Appr. Roadway Width
40 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
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
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
100 HS Inv. Rating Method
1 HS Inv. Method
72.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
32480 Future ADT Year
2042 Bypass Detour
22.990734 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
13974 ODOT County
72 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 161ft. R.C.BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7217 0011 X H Index
97.9504 Latitude
35:51:31.23 Longitude
-96:00:54.12 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 75 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
13974 Vault Link
http://plansrv1/bridgemaintvault/b13974 GIS FO/SD
Meets Standards H Inv. Method
61 Latitude DD
35.858675 Longitude DD
-96.01503333 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
13906 x
-10688344.6187948 y
4281192.65401164 |
|||||||||||||||||||||||||||||||||||||
| 14256 | 7206 0864 X | 14256 | Tulsa | U.S. 64 | CREEK | 7206 0864 X | 2-10ft.X 8ft.X 74ft. R.C.B | 1959 | 35.91555833 | -95.86531944 | 26 | 0 | — | 2 | 30 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 83.4 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | C | 4500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13905 BRKEY
14256 NBI No.
14256 On Under
1 Structure No.
7206 0864 X Control No.
006 Lane Ind.
Milepoint
08640 Facility Carried
U.S. 64 Feature Intersected
CREEK Division
08 County
143 Location
8.6 MI S OF TURNPIKE Sufficiency
83.4 Kind Hwy
2 Level Service
1 Route No.
00064 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
14 - Other Principal Arterial (Urban) Year Built
1959 ADT Total
4500 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
10 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
26 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
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
100 HS Inv. Rating Method
1 HS Inv. Method
66.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
7200 Future ADT Year
2042 Bypass Detour
39.767756 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
14256 ODOT County
72 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 74ft. R.C.B Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7206 0864 X H Index
67 Latitude
35:54:56.01 Longitude
-95:51:55.15 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 64 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
14256 Vault Link
http://plansrv1/bridgemaintvault/b14256 GIS FO/SD
Meets Standards H Inv. Method
43.8 Latitude DD
35.91555833 Longitude DD
-95.86531944 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
13905 x
-10671678.5447953 y
4289008.54048488 |
|||||||||||||||||||||||||||||||||||||
| 14255 | 7718 1239 X | 14255 | Woodward | S.H. 50 | CREEK | 7718 1239 X | 2-10X10X 88ft.RCBW5ft.DP38ft.FWEND | 1959 | 36.607431 | -99.186689 | 22.966 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 95.1 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13904 BRKEY
14255 NBI No.
14255 On Under
1 Structure No.
7718 1239 X Control No.
018 Lane Ind.
Milepoint
12390 Facility Carried
S.H. 50 Feature Intersected
CREEK Division
06 County
153 Location
12.4 MI N SH-15 jct. Sufficiency
95.1 Kind Hwy
3 Level Service
1 Route No.
00050 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
30 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1959 ADT Total
1100 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
16 Appr. Roadway Width
30 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
5 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
96.1 HS Inv. Rating Method
1 HS Inv. Method
57.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1760 Future ADT Year
2042 Bypass Detour
54.059293 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
14255 ODOT County
77 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
2-10X10X 88ft.RCBW5ft.DP38ft.FWEND Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7718 1239 X H Index
95.05 Latitude
36:36:26.75 Longitude
-99:11:12.08 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 50 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
14255 Vault Link
http://plansrv1/bridgemaintvault/b14255 GIS FO/SD
Meets Standards H Inv. Method
48.8 Latitude DD
36.607431 Longitude DD
-99.186689 ODOT County Number
77 Maint. Dist.
6 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13904 x
-11041411.7129508 y
4384528.08062172 |
|||||||||||||||||||||||||||||||||||||
| 14254 | 2004 1042 X | 14254 | Custer | I-40 | CREEK | 2004 1042 X | 2-10ft.X10ft.X423ft. RDY. R.C.B., SK. 35 DEG. L.F. | 1959 | 35.52110833 | -98.73556111 | 28.871 | 0 | — | 2 | 35 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 70 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 23000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13903 BRKEY
14254 NBI No.
14254 On Under
1 Structure No.
2004 1042 X Control No.
004 Lane Ind.
Milepoint
10420 Facility Carried
I-40 Feature Intersected
CREEK Division
05 County
039 Location
0.4 MI W JCT S.H. 54 Sufficiency
70 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
01 - Principal Arterial Interstate (Rural) Year Built
1959 ADT Total
23000 ADT Year
2022 Design Load
HS 20 Skew
35 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
50 Appr. Roadway Width
77.001 Span Type Main
M Material
1 - Concrete Design
19 Length
28.871 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
99.99 HS Inv. Rating Method
1 HS Inv. Method
99.96 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
36800 Future ADT Year
2042 Bypass Detour
29.825817 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
14254 ODOT County
20 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.X10ft.X423ft. RDY. R.C.B., SK. 35 DEG. L.F. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2004 1042 X H Index
95.05 Latitude
35:31:15.99 Longitude
-98:44:08.02 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
14254 Vault Link
http://plansrv1/bridgemaintvault/b14254 GIS FO/SD
Meets Standards H Inv. Method
99.94 Latitude DD
35.52110833 Longitude DD
-98.73556111 ODOT County Number
20 Maint. Dist.
5 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
13903 x
-10991192.3859533 y
4234925.12570697 |
|||||||||||||||||||||||||||||||||||||
| 14253 | 1649 1018 X | 14253 | Comanche | I-44 | CREEK | 1649 1018 X | 4-5ft.X 2ft.X 222ft. R.C.BOX SK. 45 DEG. EAST END | 1959 | 34.64107222 | -98.38720278 | 23.95 | 0 | — | 4 | 45 | 5 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 73.9 | 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 | 26600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13902 BRKEY
14253 NBI No.
14253 On Under
1 Structure No.
1649 1018 X Control No.
049 Lane Ind.
Milepoint
10180 Facility Carried
I-44 Feature Intersected
CREEK Division
07 County
031 Location
3.2 MI N OF US 277 Sufficiency
73.9 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
53.031 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
1959 ADT Total
26600 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
45 No. Main Spans
4 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
5 Fill RCB
4 Appr. Roadway Width
52.999 Span Type Main
M Material
1 - Concrete Design
19 Length
23.95 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
3 HS Operating Rating
100 HS Inv. Rating Method
3 HS Inv. Method
100 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
42560 Future ADT Year
2042 Bypass Detour
3.728227 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
14253 ODOT County
16 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
4-5ft.X 2ft.X 222ft. R.C.BOX SK. 45 DEG. EAST END Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1649 1018 X H Index
99.9637 Latitude
34:38:27.86 Longitude
-98:23:13.93 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
137 NBI Text
14253 Vault Link
http://plansrv1/bridgemaintvault/b14253 GIS FO/SD
Meets Standards H Inv. Method
100 Latitude DD
34.64107222 Longitude DD
-98.38720278 ODOT County Number
16 Maint. Dist.
7 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
13902 x
-10952413.3140441 y
4115210.64149132 |
|||||||||||||||||||||||||||||||||||||
| 14252 | 1004 1015 X | 14252 | Carter | S.H. 199 | CREEK | 1004 1015 X | (2) 10ft. X 10ft. X 82ft. RCB | 1959 | 34.187144 | -96.978886 | 22.966 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 73.4 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Fair (5) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 5300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13901 BRKEY
14252 NBI No.
14252 On Under
1 Structure No.
1004 1015 X Control No.
004 Lane Ind.
Milepoint
10150 Facility Carried
S.H. 199 Feature Intersected
CREEK Division
07 County
019 Location
9.8 MI E JCT US77 Sufficiency
73.4 Kind Hwy
3 Level Service
1 Route No.
00199 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
43.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1959 ADT Total
5300 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
5 Appr. Roadway Width
43.999 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.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 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
99.9 HS Inv. Rating Method
1 HS Inv. Method
61.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8480 Future ADT Year
2042 Bypass Detour
57.166149 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
14252 ODOT County
10 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 82ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1004 1015 X H Index
85.46 Latitude
34:11:13.72 Longitude
-96:58:43.99 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 199 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
015 NBI Text
14252 Vault Link
http://plansrv1/bridgemaintvault/b14252 GIS FO/SD
Meets Standards H Inv. Method
34.2 Latitude DD
34.187144 Longitude DD
-96.978886 ODOT County Number
10 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
13901 x
-10795640.2072189 y
4053958.65964411 |
|||||||||||||||||||||||||||||||||||||
| 14251 | 0725 0996 X | 14251 | Bryan | S.H. 22 | CREEK | 0725 0996 X | (2) 10ft. X 7ft. X 56ft. RCB | 1959 | 34.14059444 | -96.28038611 | 21.001 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 83.6 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Fair (5) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13900 BRKEY
14251 NBI No.
14251 On Under
1 Structure No.
0725 0996 X Control No.
025 Lane Ind.
Milepoint
09960 Facility Carried
S.H. 22 Feature Intersected
CREEK Division
02 County
013 Location
9.96 E JOHNSTON C/L Sufficiency
83.6 Kind Hwy
3 Level Service
1 Route No.
00022 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
1959 ADT Total
1500 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
5 Appr. Roadway Width
27.999 Span Type Main
M Material
1 - Concrete Design
19 Length
21.001 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
5 Structure Rating
5 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
50.75 HS Inv. Rating Method
1 HS Inv. Method
30.45 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2400 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
14251 ODOT County
07 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 56ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0725 0996 X H Index
94.3105 Latitude
34:08:26.14 Longitude
-96:16:49.39 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 22 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
092 NBI Text
14251 Vault Link
http://plansrv1/bridgemaintvault/b14251 GIS FO/SD
Meets Standards H Inv. Method
16.91 Latitude DD
34.14059444 Longitude DD
-96.28038611 ODOT County Number
7 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13900 x
-10717883.555145 y
4047696.08377378 |
|||||||||||||||||||||||||||||||||||||
| 14165 | 7278 1203SX | 14165 | Tulsa | I-44 | GARNETT RD. UNDER | 7278 1203SX | 2-100ft. PCB SPANS | 1992 | 36.1453 | -95.85138889 | 200.131 | 58.071 | — | 2 | 41 | 3 | 55.118 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95.8 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 23000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13899 BRKEY
14165 NBI No.
14165 On Under
1 Structure No.
7278 1203SX Control No.
078 Lane Ind.
S Milepoint
12030 Facility Carried
I-44 Feature Intersected
GARNETT RD. UNDER Division
08 County
143 Location
.7 MI E JCT US 69 Sufficiency
95.8 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
54.79 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
1992 ADT Total
23000 ADT Year
2022 Design Load
HS 20 Skew
41 No. Main Spans
2 Road Width
55.118 Ref. Underclearance Rt.
H Underclearance Right
6.001 Underclearance Left
6.001 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
53.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
200.131 Deck Width
58.071 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
76.6 HS Inv. Rating Method
1 HS Inv. Method
44.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
36800 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
N Existing Posting
1604 Max Measured Clearance
1711 Min Measured Clearance
1608 NBI Rating
14165 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-100ft. PCB SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7278 1203SX H Index
98.0526 Latitude
36:08:43.08 Longitude
-95:51:05 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
1 Roadway Name
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
-1 NBI Text
14165 Vault Link
http://plansrv1/bridgemaintvault/b14165 GIS FO/SD
Meets Standards H Inv. Method
30.5 Latitude DD
36.1453 Longitude DD
-95.85138889 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
13899 x
-10670127.8030628 y
4320632.89055825 |
|||||||||||||||||||||||||||||||||||||
| 14164 | 7278 1203NX | 14164 | Tulsa | I-44 | GARNETT RD. UNDER | 7278 1203NX | 2-100ft. PCB SPANS | 1992 | 36.14571667 | -95.85138889 | 200.131 | 58.071 | — | 2 | 41 | 3 | 55.118 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95.8 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 22950 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13898 BRKEY
14164 NBI No.
14164 On Under
1 Structure No.
7278 1203NX Control No.
078 Lane Ind.
N Milepoint
12030 Facility Carried
I-44 Feature Intersected
GARNETT RD. UNDER Division
08 County
143 Location
.7 MI E JCT US 169 Sufficiency
95.8 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
52.001 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1992 ADT Total
22950 ADT Year
2022 Design Load
HS 20 Skew
41 No. Main Spans
2 Road Width
55.118 Ref. Underclearance Rt.
H Underclearance Right
6.001 Underclearance Left
6.001 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
53.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
200.131 Deck Width
58.071 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
76.6 HS Inv. Rating Method
1 HS Inv. Method
44.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
36720 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1604 Max Measured Clearance
1609 Min Measured Clearance
1605 NBI Rating
14164 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-100ft. PCB SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7278 1203NX H Index
97.2208 Latitude
36:08:44.58 Longitude
-95:51:05 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
1 Roadway Name
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
-1 NBI Text
14164 Vault Link
http://plansrv1/bridgemaintvault/b14164 GIS FO/SD
Meets Standards H Inv. Method
30.5 Latitude DD
36.14571667 Longitude DD
-95.85138889 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
13898 x
-10670127.8030628 y
4320690.32987564 |
|||||||||||||||||||||||||||||||||||||
| 14163 | 6630R0160 X | 14163 | Rogers | WILL ROGERS TPI-44 | SPUNKY CREEK | 6630T0160 X | 3-60ft. I-BM SPANS | 1958 | 36.17541389 | -95.74173889 | 183.071 | 77.001 | — | 3 | 30 | 4 | 73.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 91.6 | 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) | Y | 24100 | 2006 | 5 | Unmatched |
|
Raw data
OBJECTID
13897 BRKEY
14163 NBI No.
14163 On Under
1 Structure No.
6630R0160 X Control No.
030 Lane Ind.
Milepoint
01600 Facility Carried
WILL ROGERS TPI-44 Feature Intersected
SPUNKY CREEK Division
08 County
131 Location
1.12MI NE OF T.P. GATE Sufficiency
91.6 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
73.999 Bridge System
Y Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1958 ADT Total
24100 ADT Year
2006 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
73.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
4 Fill RCB
-1 Appr. Roadway Width
82.999 Span Type Main
M Material
3 - Steel Design
02 Length
183.071 Deck Width
77.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
9 Deck Rating
6 Super Rating
7 Sub Rating
6 Chan. Rating
7 Culv. Rating
N Structure Rating
6 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
48.612 HS Inv. Rating Method
2 HS Inv. Method
35.715 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
38560 Future ADT Year
2026 Bypass Detour
1.242742 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
14163 ODOT County
66 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-60ft. I-BM SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6630T0160 X H Index
92.6757 Latitude
36:10:31.49 Longitude
-95:44:30.26 I257A
_ I257B
_ I257C
0 I257D
_ I257E
_ I263
_ Roadway Name
_ Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
01.12 NBI Text
14163 Vault Link
http://plansrv1/bridgemaintvault/b14163 GIS FO/SD
Meets Standards H Inv. Method
35.715 Latitude DD
36.17541389 Longitude DD
-95.74173889 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
13897 x
-10657921.6208974 y
4324784.97464433 |
|||||||||||||||||||||||||||||||||||||
| 14162 | 1904R0084WX | 14162 | Creek | S.H. 66 | SAND CREEK | 1904 0084WX | 3-60ft. I-BM SPANS | 1958 | 35.84297778 | -96.38936944 | 183.071 | 30.84 | — | 3 | 45 | 2 | 27.887 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 30.2 | Serious (3) | Serious (3) | Serious (3) | Serious (3) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 4600 | 2011 | 5 | Unmatched |
|
Raw data
OBJECTID
13896 BRKEY
14162 NBI No.
14162 On Under
1 Structure No.
1904R0084WX Control No.
004 Lane Ind.
W Milepoint
00840 Facility Carried
S.H. 66 Feature Intersected
SAND CREEK Division
08 County
037 Location
O.8 MI N JCT SH 48 Sufficiency
30.2 Kind Hwy
3 Level Service
1 Route No.
00066 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
27.887 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
1958 ADT Total
4600 ADT Year
2011 Design Load
H 20 Skew
45 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
-1 Appr. Roadway Width
36.089 Span Type Main
M Material
3 - Steel Design
02 Length
183.071 Deck Width
30.84 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
4 Deck Rating
3 Super Rating
3 Sub Rating
3 Chan. Rating
7 Culv. Rating
N Structure Rating
3 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
54.344 HS Inv. Rating Method
1 HS Inv. Method
32.628 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
7360 Future ADT Year
2031 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
-1 Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
14162 ODOT County
19 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.64 Rt. Curb SW
1.64 Description
3-60ft. I-BM SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1904 0084WX H Index
56.7368 Latitude
35:50:34.72 Longitude
-96:23:21.73 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 66 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
14162 Vault Link
http://plansrv1/bridgemaintvault/b14162 GIS FO/SD
SD H Inv. Method
26.015 Latitude DD
35.84297778 Longitude DD
-96.38936944 ODOT County Number
19 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13896 x
-10730015.5239455 y
4279036.81142426 |
|||||||||||||||||||||||||||||||||||||
| 14161 | 1904R0084EX | 14161 | Creek | S.H. 66 | SAND CREEK | 1904 0084EX | 3-60ft. I-BM SPANS | 1958 | 35.84272778 | -96.38929167 | 183.071 | 30.84 | — | 3 | 45 | 2 | 27.887 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 30.2 | Serious (3) | Serious (3) | Serious (3) | Serious (3) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 5200 | 2011 | 5 | Unmatched |
|
Raw data
OBJECTID
13895 BRKEY
14161 NBI No.
14161 On Under
1 Structure No.
1904R0084EX Control No.
004 Lane Ind.
E Milepoint
00840 Facility Carried
S.H. 66 Feature Intersected
SAND CREEK Division
08 County
037 Location
0.8 7I N JCT SH 48 Sufficiency
30.2 Kind Hwy
3 Level Service
1 Route No.
00066 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
27.887 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
1958 ADT Total
5200 ADT Year
2011 Design Load
H 20 Skew
45 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
-1 Appr. Roadway Width
36.089 Span Type Main
M Material
3 - Steel Design
02 Length
183.071 Deck Width
30.84 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
4 Deck Rating
3 Super Rating
3 Sub Rating
3 Chan. Rating
7 Culv. Rating
N Structure Rating
3 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
54.344 HS Inv. Rating Method
1 HS Inv. Method
32.628 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
14720 Future ADT Year
2031 Bypass Detour
0.124274 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
14161 ODOT County
19 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.64 Rt. Curb SW
1.64 Description
3-60ft. I-BM SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1904 0084EX H Index
54.7863 Latitude
35:50:33.82 Longitude
-96:23:21.45 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 66 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
14161 Vault Link
http://plansrv1/bridgemaintvault/b14161 GIS FO/SD
SD H Inv. Method
26.015 Latitude DD
35.84272778 Longitude DD
-96.38929167 ODOT County Number
19 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13895 x
-10730006.8666287 y
4279002.48009313 |
|||||||||||||||||||||||||||||||||||||
| 14069 | 2628 0950 X | 14069 | Grady | S.H. 37 | CREEK | 2628 0950 X | (13ft.-17ft.-13ft.)X 10ft.X 104ft. RCB | 1958 | 35.29098056 | -97.79583611 | 46.9 | 0 | — | 3 | 0 | 5 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 58.7 | Fair (5) | 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 | 8800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13893 BRKEY
14069 NBI No.
14069 On Under
1 Structure No.
2628 0950 X Control No.
028 Lane Ind.
Milepoint
09500 Facility Carried
S.H. 37 Feature Intersected
CREEK Division
07 County
051 Location
1.0 MI E SH92 Sufficiency
58.7 Kind Hwy
3 Level Service
1 Route No.
00037 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
62.001 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
1958 ADT Total
8800 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
5 Fill RCB
7 Appr. Roadway Width
62.001 Span Type Main
M Material
1 - Concrete Design
19 Length
46.9 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
5 Culv. Rating
7 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
41.5 HS Inv. Rating Method
1 HS Inv. Method
24.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
14080 Future ADT Year
2042 Bypass Detour
47.2 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
0000 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
14069 ODOT County
26 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(13ft.-17ft.-13ft.)X 10ft.X 104ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2628 0950 X H Index
98.9622 Latitude
35:17:27.53 Longitude
-97:47:45.01 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 37 Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
74-26 NBI Text
14069 Vault Link
http://plansrv1/bridgemaintvault/b14069 GIS FO/SD
Meets Standards H Inv. Method
13.8 Latitude DD
35.29098056 Longitude DD
-97.79583611 ODOT County Number
26 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13893 x
-10886582.6774676 y
4203494.88639792 |
|||||||||||||||||||||||||||||||||||||
| 14068 | 0506 0830 X | 14068 | Beckham | I-40 BUS. | EAST FORK OF ELK CREEK | 0506 0830SX | 3-(13ft.-17ft.-13ft.)X12ft.X192ft. R.C.B. W/ CONC. TRAFFIC RAIL | 1958 | 35.4216 | -99.387572 | 46.916 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 97.8 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | A | 7100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13892 BRKEY
14068 NBI No.
14068 On Under
1 Structure No.
0506 0830 X Control No.
006 Lane Ind.
Milepoint
08300 Facility Carried
I-40 BUS. Feature Intersected
EAST FORK OF ELK CREEK Division
05 County
009 Location
1.1 MI. W. S.H. 34 N Sufficiency
97.8 Kind Hwy
3 Level Service
6 Route No.
0040B Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
0 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1958 ADT Total
7100 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
64 Span Type Main
M Material
1 - Concrete Design
19 Length
46.916 Deck Width
0 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
8 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
53.2 HS Inv. Rating Method
1 HS Inv. Method
31.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
11360 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
50 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
14068 ODOT County
05 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-(13ft.-17ft.-13ft.)X12ft.X192ft. R.C.B. W/ CONC. TRAFFIC RAIL Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0506 0830SX H Index
92.5069 Latitude
35:25:17.76 Longitude
-99:23:15.26 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
I-40 BUS. Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
6 - Business Historical Significance
5 Local Bridge ID
NBI Text
14068 Vault Link
http://plansrv1/bridgemaintvault/b14068 GIS FO/SD
Meets Standards H Inv. Method
18.2 Latitude DD
35.4216 Longitude DD
-99.387572 ODOT County Number
5 Maint. Dist.
5 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
13892 x
-11063773.9062198 y
4221323.52789341 |
|||||||||||||||||||||||||||||||||||||
| 14067 | 0504 0658 X | 14067 | Beckham | I-40 | CREEK | 0504 0658 X | 3-10ft.X6ft.X246ft. RDY. R.C.B., SK. 45 DEG. L.F. | 1958 | 35.37749444 | -99.52621667 | 46.916 | 0 | — | 3 | 45 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 81.2 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 15700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13891 BRKEY
14067 NBI No.
14067 On Under
1 Structure No.
0504 0658 X Control No.
004 Lane Ind.
Milepoint
06580 Facility Carried
I-40 Feature Intersected
CREEK Division
05 County
009 Location
1.0 MI W SH-34 S. Sufficiency
81.2 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
01 - Principal Arterial Interstate (Rural) Year Built
1958 ADT Total
15700 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
4 Fill RCB
4 Appr. Roadway Width
115 Span Type Main
M Material
1 - Concrete Design
19 Length
46.916 Deck Width
0 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
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60.32 HS Inv. Rating Method
1 HS Inv. Method
36.19 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
25120 Future ADT Year
2042 Bypass Detour
1.242742 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
14067 ODOT County
05 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X6ft.X246ft. RDY. R.C.B., SK. 45 DEG. L.F. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0504 0658 X H Index
93.331 Latitude
35:22:38.98 Longitude
-99:31:34.38 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-40 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
W NBI Text
14067 Vault Link
http://plansrv1/bridgemaintvault/b14067 GIS FO/SD
Meets Standards H Inv. Method
20.08 Latitude DD
35.37749444 Longitude DD
-99.52621667 ODOT County Number
5 Maint. Dist.
5 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
13891 x
-11079207.7602854 y
4215300.20102798 |
|||||||||||||||||||||||||||||||||||||
| 14066 | 7502 0656 X | 14066 | Washita | I-40 | TURKEY CREEK | 7502 0656 X | (13ft.-17ft.-13ft.)X15ft.X180ft. RDY. R.C.B. | 1958 | 35.42131111 | -99.25031944 | 46.916 | 182.001 | — | 3 | 0 | 4 | 180 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 85 | 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 | 17400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13890 BRKEY
14066 NBI No.
14066 On Under
1 Structure No.
7502 0656 X Control No.
002 Lane Ind.
Milepoint
06560 Facility Carried
I-40 Feature Intersected
TURKEY CREEK Division
05 County
149 Location
6.5 MI E BECKHAM C/L Sufficiency
85 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
01 - Principal Arterial Interstate (Rural) Year Built
1958 ADT Total
17400 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
180 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
5 Appr. Roadway Width
96.001 Span Type Main
M Material
1 - Concrete Design
19 Length
46.916 Deck Width
182.001 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
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.053 HS Inv. Rating Method
1 HS Inv. Method
36.046 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
27840 Future ADT Year
2042 Bypass Detour
14.912909 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
14066 ODOT County
75 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
(13ft.-17ft.-13ft.)X15ft.X180ft. RDY. R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7502 0656 X H Index
94.9323 Latitude
35:25:16.72 Longitude
-99:15:01.15 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
W NBI Text
14066 Vault Link
http://plansrv1/bridgemaintvault/b14066 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
35.42131111 Longitude DD
-99.25031944 ODOT County Number
75 Maint. Dist.
5 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
13890 x
-11048495.0211305 y
4221284.06457165 |
|||||||||||||||||||||||||||||||||||||
| 14065 | 2002 0575 X | 14065 | Custer | I-40 | DRY CREEK | 2002 0575 X | (13ft.-17ft.-13ft.)X15ft.X145ft. RDY. R.C.B. | 1958 | 35.4798 | -99.046169 | 46.916 | 0 | — | 3 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 66.5 | Satisfactory (6) | 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 | 19000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13889 BRKEY
14065 NBI No.
14065 On Under
1 Structure No.
2002 0575 X Control No.
002 Lane Ind.
Milepoint
05750 Facility Carried
I-40 Feature Intersected
DRY CREEK Division
05 County
039 Location
5.8 MI NE WASHITA C/L Sufficiency
66.5 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
01 - Principal Arterial Interstate (Rural) Year Built
1958 ADT Total
19000 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
9 Appr. Roadway Width
77.001 Span Type Main
M Material
1 - Concrete Design
19 Length
46.916 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
50.7 HS Inv. Rating Method
1 HS Inv. Method
30.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
30400 Future ADT Year
2042 Bypass Detour
14.291537 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
14065 ODOT County
20 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(13ft.-17ft.-13ft.)X15ft.X145ft. RDY. R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2002 0575 X H Index
96.04 Latitude
35:28:47.28 Longitude
-99:02:46.21 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
14065 Vault Link
http://plansrv1/bridgemaintvault/b14065 GIS FO/SD
Meets Standards H Inv. Method
29.8 Latitude DD
35.4798 Longitude DD
-99.046169 ODOT County Number
20 Maint. Dist.
5 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
13889 x
-11025769.0981045 y
4229276.72771143 |
|||||||||||||||||||||||||||||||||||||
| 14064 | 2002 0415 X | 14064 | Custer | I-40 | HACKBERRY CREEK | 2002 0415 X | (12ft.-14ft.-12ft.) X14ft.X195ft. RDY. R.C.B. | 1958 | 35.479825 | -99.07450278 | 41.995 | 0 | — | 3 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 70 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 19100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13888 BRKEY
14064 NBI No.
14064 On Under
1 Structure No.
2002 0415 X Control No.
002 Lane Ind.
Milepoint
04150 Facility Carried
I-40 Feature Intersected
HACKBERRY CREEK Division
05 County
039 Location
4.2 MI NE WASHITA C/L Sufficiency
70 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
01 - Principal Arterial Interstate (Rural) Year Built
1958 ADT Total
19100 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
10 Appr. Roadway Width
77.001 Span Type Main
M Material
1 - Concrete Design
19 Length
41.995 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
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.053 HS Inv. Rating Method
1 HS Inv. Method
36.046 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
30560 Future ADT Year
2042 Bypass Detour
14.291537 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
14064 ODOT County
20 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
(12ft.-14ft.-12ft.) X14ft.X195ft. RDY. R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2002 0415 X H Index
94.03 Latitude
35:28:47.37 Longitude
-99:04:28.21 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
14064 Vault Link
http://plansrv1/bridgemaintvault/b14064 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
35.479825 Longitude DD
-99.07450278 ODOT County Number
20 Maint. Dist.
5 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
13888 x
-11028923.2000664 y
4229280.1452709 |
|||||||||||||||||||||||||||||||||||||
| 14250 | 1916 0944 X | 14250 | Creek | S.H. 16 | CREEK | 1916 0944 X | 2-10ft.X7ft.X32ft. RCB | 1959 | 35.901111 | -96.517397 | 22.966 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 98.1 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13881 BRKEY
14250 NBI No.
14250 On Under
1 Structure No.
1916 0944 X Control No.
016 Lane Ind.
Milepoint
09440 Facility Carried
S.H. 16 Feature Intersected
CREEK Division
08 County
037 Location
9.3 MI S E JCT SH 33 Sufficiency
98.1 Kind Hwy
3 Level Service
1 Route No.
00016 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
30 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1959 ADT Total
1000 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
29.856 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
0 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
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
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
1600 Future ADT Year
2042 Bypass Detour
24.854848 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
14250 ODOT County
19 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.X7ft.X32ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1916 0944 X H Index
63.4822 Latitude
35:54:04 Longitude
-96:31:02.63 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 16 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
14250 Vault Link
http://plansrv1/bridgemaintvault/b14250 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
35.901111 Longitude DD
-96.517397 ODOT County Number
19 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13881 x
-10744267.4867322 y
4287022.91563025 |
|||||||||||||||||||||||||||||||||||||
| 14249 | 3625 0898 X | 14249 | Kay | I-35 | CREEK | 3625 0898 X | 2-10ft.X 3ft.X 110ft. R.C.BOX WITH BC HANDRAILS | 1959 | 36.72404722 | -97.34563889 | 20.83 | 112.001 | — | 2 | 0 | 4 | 75.997 | 1 - Concrete | Culvert (19) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 80.1 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 15700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13880 BRKEY
14249 NBI No.
14249 On Under
1 Structure No.
3625 0898 X Control No.
025 Lane Ind.
Milepoint
08980 Facility Carried
I-35 Feature Intersected
CREEK Division
04 County
071 Location
8.9 MI N NOBLE C/L Sufficiency
80.1 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
64 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
1959 ADT Total
15700 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
75.997 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
4 Fill RCB
FG Appr. Roadway Width
75.997 Span Type Main
M Material
1 - Concrete Design
19 Length
20.83 Deck Width
112.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
6 Structure Rating
6 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
48.26 HS Inv. Rating Method
1 HS Inv. Method
28.95 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
25120 Future ADT Year
2042 Bypass Detour
16.155651 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
14249 ODOT County
36 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
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 3ft.X 110ft. R.C.BOX WITH BC HANDRAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3625 0898 X H Index
89.8475 Latitude
36:43:26.57 Longitude
-97:20:44.3 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-35 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
14249 Vault Link
http://plansrv1/bridgemaintvault/b14249 GIS FO/SD
Meets Standards H Inv. Method
16.1 Latitude DD
36.72404722 Longitude DD
-97.34563889 ODOT County Number
36 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
13880 x
-10836466.9521807 y
4400712.01173882 |
|||||||||||||||||||||||||||||||||||||
| 14248 | 7034 0820 X | 14248 | Texas | U.S. 56 | CREEK | 7034 0820 X | 2-10ft.X7ft.X46.3ft. RCB W/HANDRAILS. | 1959 | 36.986561 | -101.914369 | 20.997 | 46.299 | — | 2 | 0 | 2 | 44.3 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 90.8 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13879 BRKEY
14248 NBI No.
14248 On Under
1 Structure No.
7034 0820 X Control No.
034 Lane Ind.
Milepoint
08200 Facility Carried
U.S. 56 Feature Intersected
CREEK Division
06 County
139 Location
0.9 MI SW KANSAS S/L Sufficiency
90.8 Kind Hwy
2 Level Service
1 Route No.
00056 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
44.3 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
1959 ADT Total
900 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
44.3 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
20.997 Deck Width
46.299 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
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
47.92 HS Inv. Rating Method
1 HS Inv. Method
28.75 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1440 Future ADT Year
2042 Bypass Detour
14.291537 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
14248 ODOT County
70 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X7ft.X46.3ft. RCB W/HANDRAILS. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7034 0820 X H Index
96.7721 Latitude
36:59:11.62 Longitude
-101:54:51.73 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 56 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
14248 Vault Link
http://plansrv1/bridgemaintvault/b14248 GIS FO/SD
Meets Standards H Inv. Method
15.97 Latitude DD
36.986561 Longitude DD
-101.914369 ODOT County Number
70 Maint. Dist.
6 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
13879 x
-11345055.6615978 y
4437233.72947085 |
|||||||||||||||||||||||||||||||||||||
| 14247 | 7531 0817 X | 14247 | Washita | S.H. 55 | OAK CREEK | 7531 0817 X | 2-10ft.X10ft.X154ft. RDY. R.C.B., SK. 30 DEG. L.F. | 1959 | 35.16249722 | -98.91676667 | 26.903 | 0 | — | 2 | 30 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 99.8 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 110 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13878 BRKEY
14247 NBI No.
14247 On Under
1 Structure No.
7531 0817 X Control No.
031 Lane Ind.
Milepoint
08170 Facility Carried
S.H. 55 Feature Intersected
OAK CREEK Division
05 County
149 Location
8.2 MI E JCT U.S. 183 Sufficiency
99.8 Kind Hwy
3 Level Service
1 Route No.
00055 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
99.9 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1959 ADT Total
110 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
29 Appr. Roadway Width
26.001 Span Type Main
M Material
1 - Concrete Design
19 Length
26.903 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
100 HS Inv. Rating Method
1 HS Inv. Method
100 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
176 Future ADT Year
2042 Bypass Detour
26.718961 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
14247 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
2-10ft.X10ft.X154ft. RDY. R.C.B., SK. 30 DEG. L.F. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7531 0817 X H Index
67 Latitude
35:09:44.99 Longitude
-98:55:00.36 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 55 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
14247 Vault Link
http://plansrv1/bridgemaintvault/b14247 GIS FO/SD
Meets Standards H Inv. Method
99.9 Latitude DD
35.16249722 Longitude DD
-98.91676667 ODOT County Number
75 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13878 x
-11011364.0966215 y
4185985.85260411 |
|||||||||||||||||||||||||||||||||||||
| 14246 | 4518 0770 X | 14246 | McCurtain | U.S. 259 | WARD CREEK | 4518 0770 X | (2) 10ft. X 10ft. X 81ft. LONG RCB | 1959 | 34.395875 | -94.68998611 | 22.999 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 88.7 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 1600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13877 BRKEY
14246 NBI No.
14246 On Under
1 Structure No.
4518 0770 X Control No.
018 Lane Ind.
Milepoint
07700 Facility Carried
U.S. 259 Feature Intersected
WARD CREEK Division
02 County
089 Location
7.7 E-N JCT SH-144 Sufficiency
88.7 Kind Hwy
2 Level Service
1 Route No.
00259 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
36.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1959 ADT Total
1600 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
10 Appr. Roadway Width
36.001 Span Type Main
M Material
1 - Concrete Design
19 Length
22.999 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
54.7 HS Inv. Rating Method
1 HS Inv. Method
32.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2560 Future ADT Year
2042 Bypass Detour
70.214944 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
14246 ODOT County
45 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 81ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4518 0770 X H Index
93.7965 Latitude
34:23:45.15 Longitude
-94:41:23.95 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 259 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
61 NBI Text
14246 Vault Link
http://plansrv1/bridgemaintvault/b14246 GIS FO/SD
Meets Standards H Inv. Method
18.2 Latitude DD
34.395875 Longitude DD
-94.68998611 ODOT County Number
45 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
13877 x
-10540841.0369873 y
4082083.04296543 |
|||||||||||||||||||||||||||||||||||||
| 14245 | 0725 0685 X | 14245 | Bryan | S.H. 22 | CREEK | 0725 0685 X | (3) 8ft. X 5ft. X 52ft. RCB | 1959 | 34.14268333 | -96.33439167 | 26.001 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 87.5 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Fair (5) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13876 BRKEY
14245 NBI No.
14245 On Under
1 Structure No.
0725 0685 X Control No.
025 Lane Ind.
Milepoint
06850 Facility Carried
S.H. 22 Feature Intersected
CREEK Division
02 County
013 Location
6.85 E JOHNSTON C/L Sufficiency
87.5 Kind Hwy
3 Level Service
1 Route No.
00022 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
1959 ADT Total
1200 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
4 Appr. Roadway Width
27.999 Span Type Main
M Material
1 - Concrete Design
19 Length
26.001 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
5 Structure Rating
5 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
86.93 HS Inv. Rating Method
1 HS Inv. Method
52.14 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1920 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
14245 ODOT County
07 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. X 5ft. X 52ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0725 0685 X H Index
97.9629 Latitude
34:08:33.66 Longitude
-96:20:03.81 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 22 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
090 NBI Text
14245 Vault Link
http://plansrv1/bridgemaintvault/b14245 GIS FO/SD
Meets Standards H Inv. Method
28.97 Latitude DD
34.14268333 Longitude DD
-96.33439167 ODOT County Number
7 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13876 x
-10723895.4265842 y
4047977.03999717 |
|||||||||||||||||||||||||||||||||||||
| 14159 | 5515 1219EX | 14159 | Oklahoma | I-35 NB | NE 63RD ST. UNDER | 5515 1219EX | 50ft.,63ft.,63ft. I-BM.SPANS SK. 86 DEG. 02ft. | 1958 | 35.53654722 | -97.460575 | 175 | 55.699 | — | 3 | 4 | 3 | 52.7 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 78.7 | Fair (5) | Fair (5) | Good (7) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 34800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13875 BRKEY
14159 NBI No.
14159 On Under
1 Structure No.
5515 1219EX Control No.
015 Lane Ind.
E Milepoint
12190 Facility Carried
I-35 NB Feature Intersected
NE 63RD ST. UNDER Division
04 County
109 Location
5 MI N OF E JCT I-40 Sufficiency
78.7 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
52.7 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
1958 ADT Total
34800 ADT Year
2022 Design Load
HS 20 Skew
4 No. Main Spans
3 Road Width
52.7 Ref. Underclearance Rt.
H Underclearance Right
6.001 Underclearance Left
0 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
67.999 Span Type Main
M Material
3 - Steel Design
02 Length
175 Deck Width
55.699 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
7 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
6 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
75.949 HS Inv. Rating Method
1 HS Inv. Method
45.636 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
55680 Future ADT Year
2042 Bypass Detour
0.099997 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
60 Narrow or 1 Lane
N Advanced Warning Sign
Y Existing Posting
1507 Max Measured Clearance
2801 Min Measured Clearance
2801 NBI Rating
14159 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
2 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
50ft.,63ft.,63ft. I-BM.SPANS SK. 86 DEG. 02ft. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5515 1219EX H Index
74.1291 Latitude
35:32:11.57 Longitude
-97:27:38.07 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-35 NB Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
14159 Vault Link
http://plansrv1/bridgemaintvault/b14159 GIS FO/SD
Meets Standards H Inv. Method
36.046 Latitude DD
35.53654722 Longitude DD
-97.460575 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
13875 x
-10849261.5814196 y
4237036.94716624 |
|||||||||||||||||||||||||||||||||||||
| 14158 | 7502 1143 X | 14158 | Washita | S.H. 44 | I-40 UNDER | 7502 1143 X | 30ft.-55ft.-55ft.-30ft. CONT. REINF. CONC. SLAB SPANS | 1958 | 35.44361111 | -99.17083333 | 171.916 | 33.002 | — | 4 | 0 | 2 | 28.002 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 72.8 | Satisfactory (6) | 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 | 1600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13874 BRKEY
14158 NBI No.
14158 On Under
1 Structure No.
7502 1143 X Control No.
Lane Ind.
Milepoint
Facility Carried
S.H. 44 Feature Intersected
I-40 UNDER Division
05 County
149 Location
S.H. 44 @ JCT I-40 Sufficiency
72.8 Kind Hwy
3 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
28.002 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
1958 ADT Total
1600 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
4 Road Width
28.002 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
12.999 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
44.003 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
171.916 Deck Width
33.002 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
5 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
45 HS Inv. Rating Method
1 HS Inv. Method
26.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2560 Future ADT Year
2042 Bypass Detour
26.09759 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
1705 Min Measured Clearance
1511 NBI Rating
14158 ODOT County
75 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
4 Lft. Curb SW
0 Rt. Curb SW
0 Description
30ft.-55ft.-55ft.-30ft. CONT. REINF. CONC. SLAB SPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7502 1143 X H Index
66.077 Latitude
35:26:37 Longitude
-99:10:15 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
S.H. 44 Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
W NBI Text
14158 Vault Link
http://plansrv1/bridgemaintvault/b14158 GIS FO/SD
Meets Standards H Inv. Method
17.2 Latitude DD
35.44361111 Longitude DD
-99.17083333 ODOT County Number
75 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13874 x
-11039646.6678402 y
4224330.73404516 |
|||||||||||||||||||||||||||||||||||||
| 14157 | 3625 2805 X | 14157 | Kay | CO. RD. 3604C | I-35 UNDER | 3625 2805 X | 38ft.-47ft.-47ft.-38ft. CONT | 1958 | 36.99883056 | -97.34298889 | 173.885 | 25.299 | — | 4 | 0 | 2 | 20 | 4 - Steel Continuous | Girder and Floorbeam System (03) | M | Concrete cast-in-place (1) | Posted for load (P) | 79.4 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | A | 50 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13873 BRKEY
14157 NBI No.
14157 On Under
1 Structure No.
3625 2805 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. 3604C Feature Intersected
I-35 UNDER Division
04 County
071 Location
OKLA-KAN S/L Sufficiency
79.4 Kind Hwy
4 Level Service
1 Route No.
3604C Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
19.685 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
1958 ADT Total
50 ADT Year
2022 Design Load
H 15 Skew
0 No. Main Spans
4 Road Width
20 Ref. Underclearance Rt.
H Underclearance Right
8.583 Underclearance Left
8.333 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
20 Span Type Main
M Material
4 - Steel Continuous Design
03 Length
173.885 Deck Width
25.299 Bridge Open Closed
P TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
6 Super Rating
6 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
5 Underclearance
2 Bridge Posting
2 Waterway Adequacy
N Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
38.6 HS Inv. Rating Method
1 HS Inv. Method
23.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
80 Future ADT Year
2042 Bypass Detour
2 School Bus Rte.
0 Posted Weight
242424 Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1500 Max Measured Clearance
1507 Min Measured Clearance
1501 NBI Rating
14157 ODOT County
36 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
2.5 Rt. Curb SW
2.5 Description
38ft.-47ft.-47ft.-38ft. CONT Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3625 2805 X H Index
80.2578 Latitude
36:59:55.79 Longitude
-97:20:34.76 I257A
0 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. 3604C Scour
N Design Structure
3 - Girder and Floorbeam System FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
021 NBI Text
14157 Vault Link
http://plansrv1/bridgemaintvault/b14157 GIS FO/SD
FO H Inv. Method
14.6 Latitude DD
36.99883056 Longitude DD
-97.34298889 ODOT County Number
36 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13873 x
-10836171.9555301 y
4438943.78364936 |
|||||||||||||||||||||||||||||||||||||
| 14156 | 6630T0970 X | 14156 | Rogers | 6666C | WILL ROGERS TP I-44 UND | 6630T0970 X | 39ft.,2-49ft.,39ft. I-BM SPANS | 1958 | 36.27111111 | -95.63194444 | 178.15 | 21.699 | — | 4 | 30 | 2 | 17.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 84.1 | Good (7) | Satisfactory (6) | Good (7) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | Y | 100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13872 BRKEY
14156 NBI No.
14156 On Under
1 Structure No.
6630T0970 X Control No.
Lane Ind.
Milepoint
Facility Carried
6666C Feature Intersected
WILL ROGERS TP I-44 UND Division
08 County
131 Location
10.2 MI.NE OF TP GATE Sufficiency
84.1 Kind Hwy
4 Level Service
1 Route No.
6666C Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
17.999 Bridge System
Y Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1958 ADT Total
100 ADT Year
2022 Design Load
H 15 Skew
30 No. Main Spans
4 Road Width
17.999 Ref. Underclearance Rt.
H Underclearance Right
7.001 Underclearance Left
4.003 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
20 Span Type Main
M Material
3 - Steel Design
02 Length
178.15 Deck Width
21.699 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
4 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
5 HS Operating Rating Method
1 HS Operating Rating
56.1 HS Inv. Rating Method
1 HS Inv. Method
33.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
160 Future ADT Year
2042 Bypass Detour
8.077825 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
35 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1506 Max Measured Clearance
1507 Min Measured Clearance
1506 NBI Rating
14156 ODOT County
66 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
39ft.,2-49ft.,39ft. I-BM SPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6630T0970 X H Index
88.2146 Latitude
36:16:16 Longitude
-95:37:55 I257A
0 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
6666C Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
10.29 NBI Text
14156 Vault Link
http://plansrv1/bridgemaintvault/b14156 GIS FO/SD
FO H Inv. Method
25.8 Latitude DD
36.27111111 Longitude DD
-95.63194444 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13872 x
-10645699.3586314 y
4337990.25324551 |
|||||||||||||||||||||||||||||||||||||
| 14155 | 3625 2605 X | 14155 | Kay | CO. RD. E0030 | I-35 UNDER | 3625 2605 X | 30ft.-55ft.-55ft.-30ft. CONT.CONC SLAB SPANS W/ 2 -1.5ft. SAFETY CURBS | 1958 | 36.970275 | -97.34591667 | 171.916 | 25 | — | 4 | 0 | 2 | 20 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Posted for load (P) | 85.4 | Satisfactory (6) | Satisfactory (6) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | A | 50 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13871 BRKEY
14155 NBI No.
14155 On Under
1 Structure No.
3625 2605 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. E0030 Feature Intersected
I-35 UNDER Division
04 County
071 Location
2 MI S KAN S/L Sufficiency
85.4 Kind Hwy
4 Level Service
1 Route No.
E0030 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
20 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
1958 ADT Total
50 ADT Year
2022 Design Load
H 15 Skew
0 No. Main Spans
4 Road Width
20 Ref. Underclearance Rt.
H Underclearance Right
9.101 Underclearance Left
19.029 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
20 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
171.916 Deck Width
25 Bridge Open Closed
P TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
6 Super Rating
7 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
5 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
45.9 HS Inv. Rating Method
1 HS Inv. Method
27.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
80 Future ADT Year
2042 Bypass Detour
1.999945 School Bus Rte.
3 Posted Weight
232323 Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1510 Max Measured Clearance
1602 Min Measured Clearance
1600 NBI Rating
14155 ODOT County
36 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
30ft.-55ft.-55ft.-30ft. CONT.CONC SLAB SPANS W/ 2 -1.5ft. SAFETY CURBS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3625 2605 X H Index
73.6595 Latitude
36:58:12.99 Longitude
-97:20:45.3 I257A
0 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
CO. RD. E0030 Scour
N Design Structure
1 - Slab FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
14155 Vault Link
http://plansrv1/bridgemaintvault/b14155 GIS FO/SD
FO H Inv. Method
14.9 Latitude DD
36.970275 Longitude DD
-97.34591667 ODOT County Number
36 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13871 x
-10836497.8745088 y
4434964.31508512 |
|||||||||||||||||||||||||||||||||||||
| 14154 | 3625 2505 X | 14154 | Kay | CO. RD. E0040 | I-35 UNDER | 3625 2505 X | 30ft.-55ft.-55ft.-30ft. CONT. CONC SLAB SPANS W/ 2 -1.5ft. SAFETY CURBS | 1958 | 36.95577778 | -97.34594444 | 171.916 | 25 | — | 4 | 0 | 2 | 20 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Posted for load (P) | 84.4 | Satisfactory (6) | Fair (5) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | A | 50 | 2020 | 5 | Unmatched |
|
Raw data
OBJECTID
13870 BRKEY
14154 NBI No.
14154 On Under
1 Structure No.
3625 2505 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. E0040 Feature Intersected
I-35 UNDER Division
04 County
071 Location
3 MI S KAN S/L Sufficiency
84.4 Kind Hwy
4 Level Service
1 Route No.
E0050 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
20 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
1958 ADT Total
50 ADT Year
2020 Design Load
H 15 Skew
0 No. Main Spans
4 Road Width
20 Ref. Underclearance Rt.
H Underclearance Right
9.199 Underclearance Left
19.8 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
20 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
171.916 Deck Width
25 Bridge Open Closed
P TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
7 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
5 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
45.9 HS Inv. Rating Method
1 HS Inv. Method
27.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
80 Future ADT Year
2040 Bypass Detour
1.999945 School Bus Rte.
3 Posted Weight
232323 Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
1603 Min Measured Clearance
1508 NBI Rating
14154 ODOT County
36 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
0 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
30ft.-55ft.-55ft.-30ft. CONT. CONC SLAB SPANS W/ 2 -1.5ft. SAFETY CURBS Route Flag
Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
3625 2505 X H Index
81.6844 Latitude
36:57:20.8 Longitude
-97:20:45.4 I257A
0 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
CO. RD. E0040 Scour
N Design Structure
1 - Slab FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
14154 Vault Link
http://plansrv1/bridgemaintvault/b14154 GIS FO/SD
FO H Inv. Method
14.9 Latitude DD
36.95577778 Longitude DD
-97.34594444 ODOT County Number
36 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13870 x
-10836500.9658511 y
4432944.57129778 |
|||||||||||||||||||||||||||||||||||||
| 14063 | 2405 0413WX | 14063 | Garfield | U.S. 60 / U.S. 64 | SKELETON CREEK | 2405 0413WX | (12ft.-14ft.-12ft.) X 9ft. X 69ft. R.C. BOX | 1958 | 36.44528889 | -97.87390278 | 39.829 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 100 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | C | 2750 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13869 BRKEY
14063 NBI No.
14063 On Under
1 Structure No.
2405 0413WX Control No.
005 Lane Ind.
W Milepoint
04130 Facility Carried
U.S. 60 / U.S. 64 Feature Intersected
SKELETON CREEK Division
04 County
047 Location
4 MI N JCT US 412 Sufficiency
100 Kind Hwy
2 Level Service
1 Route No.
00060 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
38.898 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1958 ADT Total
2750 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
4 Appr. Roadway Width
35.997 Span Type Main
M Material
1 - Concrete Design
19 Length
39.829 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.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.053 HS Inv. Rating Method
2 HS Inv. Method
36.046 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
4400 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
14063 ODOT County
24 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(12ft.-14ft.-12ft.) X 9ft. X 69ft. R.C. BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2405 0413WX H Index
95.9529 Latitude
36:26:43.04 Longitude
-97:52:26.05 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 60, 64, & 81 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
14063 Vault Link
http://plansrv1/bridgemaintvault/b14063 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
36.44528889 Longitude DD
-97.87390278 ODOT County Number
24 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
13869 x
-10895273.01942 y
4362066.6956364 |
|||||||||||||||||||||||||||||||||||||
| 14062 | 2405 0413EX | 14062 | Garfield | U.S. 60 / U.S. 64 | SKELETON CREEK | 2405 0413EX | (12ft.-14ft.-12ft.) X 9ft. X 101ft. R.C. BOX | 1958 | 36.44519444 | -97.87204722 | 39.829 | 0 | — | 3 | 0 | 3 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 85 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | C | 2500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13868 BRKEY
14062 NBI No.
14062 On Under
1 Structure No.
2405 0413EX Control No.
005 Lane Ind.
E Milepoint
04130 Facility Carried
U.S. 60 / U.S. 64 Feature Intersected
SKELETON CREEK Division
04 County
047 Location
4 MI N JCT US 412 Sufficiency
85 Kind Hwy
2 Level Service
1 Route No.
00060 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
80.997 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1958 ADT Total
2500 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
3 Fill RCB
9 Appr. Roadway Width
67.999 Span Type Main
M Material
1 - Concrete Design
19 Length
39.829 Deck Width
0 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
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
4000 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
14062 ODOT County
24 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
(12ft.-14ft.-12ft.) X 9ft. X 101ft. R.C. BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2405 0413EX H Index
97.078 Latitude
36:26:42.7 Longitude
-97:52:19.37 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 60, 64, & 81 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
14062 Vault Link
http://plansrv1/bridgemaintvault/b14062 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
36.44519444 Longitude DD
-97.87204722 ODOT County Number
24 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
13868 x
-10895066.4594256 y
4362053.62527403 |
|||||||||||||||||||||||||||||||||||||
| 14061 | 0506 0405 X | 14061 | Beckham | I-40 BUS. | WEST ELK CREEK | 0506 0405 X | (13ft.-17ft.-13ft.)X14ft.X106ft. RDY. R.C.B. W/ CONC. TRAFFIC RAILS | 1958 | 35.41145833 | -99.45217778 | 46.916 | 108.002 | — | 3 | 0 | 4 | 106.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 88.2 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Fair (5) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 16 - Minor Arterial (Urban) | A | 5300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13867 BRKEY
14061 NBI No.
14061 On Under
1 Structure No.
0506 0405 X Control No.
006 Lane Ind.
Milepoint
04050 Facility Carried
I-40 BUS. Feature Intersected
WEST ELK CREEK Division
05 County
009 Location
3.1 MI NE JCT I-40 Sufficiency
88.2 Kind Hwy
3 Level Service
6 Route No.
0040B 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
16 - Minor Arterial (Urban) Year Built
1958 ADT Total
5300 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
106.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
FG Appr. Roadway Width
88.002 Span Type Main
M Material
1 - Concrete Design
19 Length
46.916 Deck Width
108.002 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
5 Structure Rating
5 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
63.714 HS Inv. Rating Method
1 HS Inv. Method
38.14 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8480 Future ADT Year
2042 Bypass Detour
1.864114 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
14061 ODOT County
05 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
(13ft.-17ft.-13ft.)X14ft.X106ft. RDY. R.C.B. W/ CONC. TRAFFIC RAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0506 0405 X H Index
95.773 Latitude
35:24:41.25 Longitude
-99:27:07.84 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
I-40 BUS. Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
6 - Business Historical Significance
5 Local Bridge ID
W NBI Text
14061 Vault Link
http://plansrv1/bridgemaintvault/b14061 GIS FO/SD
Meets Standards H Inv. Method
18.519 Latitude DD
35.41145833 Longitude DD
-99.45217778 ODOT County Number
5 Maint. Dist.
5 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
13867 x
-11070965.7887517 y
4219938.22720585 |
|||||||||||||||||||||||||||||||||||||
| 14060 | 1718R0362 X | 14060 | Cotton | S.H. 5 A | WEST CACHE CREEK O'FLOW | 1718 0362 X | (12ft.-14ft.-12ft.)X 9ft.X 38ft. RC. BOX WITH 2ft. ADDITIONAL CURTAIN WALLS | 1958 | 34.275278 | -98.389444 | 41.01 | 38.002 | — | 3 | 0 | 2 | 36.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 89.9 | 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 | 300 | 2017 | 5 | Unmatched |
|
Raw data
OBJECTID
13866 BRKEY
14060 NBI No.
14060 On Under
1 Structure No.
1718R0362 X Control No.
018 Lane Ind.
Milepoint
03620 Facility Carried
S.H. 5 A Feature Intersected
WEST CACHE CREEK O'FLOW Division
07 County
033 Location
3.6 MI E JCT US 277 Sufficiency
89.9 Kind Hwy
3 Level Service
1 Route No.
0005A Service Type On
1 Service Type Off
9 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
07 - Major Collector (Rural) Year Built
1958 ADT Total
300 ADT Year
2017 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
36.001 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
41.01 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
7 Structure Rating
6 Deck Geometry
8 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
45.92 HS Inv. Rating Method
1 HS Inv. Method
27.54 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
480 Future ADT Year
2037 Bypass Detour
19.883878 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
14060 ODOT County
17 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(12ft.-14ft.-12ft.)X 9ft.X 38ft. RC. BOX WITH 2ft. ADDITIONAL CURTAIN WALLS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1718 0362 X H Index
100 Latitude
34:16:31 Longitude
-98:23:22 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 5A Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
56 NBI Text
14060 Vault Link
http://plansrv1/bridgemaintvault/b14060 GIS FO/SD
Meets Standards H Inv. Method
15.27 Latitude DD
34.275278 Longitude DD
-98.389444 ODOT County Number
17 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13866 x
-10952662.8055133 y
4065825.30121337 |