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.
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| 16011 | 6104 1269WX | 16011 | Pittsburg | U.S. 69 SB | S.H. 113 UNDER | 6104 1269WX | 31ft. - 40ft. - 31ft. CONTINUOUS CONCRETE SLAB | 1964 | 35.17195 | -95.649333 | 102.034 | 42.999 | — | 3 | 0 | 2 | 37.999 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 86.4 | Fair (5) | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 7600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16417 BRKEY
16011 NBI No.
16011 On Under
1 Structure No.
6104 1269WX Control No.
004 Lane Ind.
W Milepoint
12690 Facility Carried
U.S. 69 SB Feature Intersected
S.H. 113 UNDER Division
02 County
121 Location
JCT SH 113 AT CANADIAN Sufficiency
86.4 Kind Hwy
2 Level Service
1 Route No.
00069 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1964 ADT Total
7600 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
H Underclearance Right
5.499 Underclearance Left
5.499 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
102.034 Deck Width
42.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
6 Super Rating
6 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
7 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
43 HS Inv. Rating Method
1 HS Inv. Method
26 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
12160 Future ADT Year
2042 Bypass Detour
0.099997 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1405 Max Measured Clearance
1702 Min Measured Clearance
1605 NBI Rating
16011 ODOT County
61 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
4 Lft. Curb SW
0 Rt. Curb SW
0 Description
31ft. - 40ft. - 31ft. CONTINUOUS CONCRETE SLAB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6104 1269WX H Index
92.192 Latitude
35:10:19.02 Longitude
-95:38:57.6 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
2 Roadway Name
U.S. 69 SB Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
032 NBI Text
16011 Vault Link
http://plansrv1/bridgemaintvault/b16011 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
35.17195 Longitude DD
-95.649333 ODOT County Number
61 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
16417 x
-10647635.0442763 y
4187273.08375051 |
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| 16010 | 4607 0931SX | 16010 | McIntosh | I-40 EB | PIERCE RD NS410 UNDER | 4607 0931SX | 30ft. - 40ft. - 30ft. CONTINUOUS CONCRETE SLAB SK 3° | 1964 | 35.45145556 | -95.71651944 | 102.001 | 42.999 | — | 3 | 3 | 2 | 37.999 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 88.7 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 5800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16416 BRKEY
16010 NBI No.
16010 On Under
1 Structure No.
4607 0931SX Control No.
007 Lane Ind.
S Milepoint
09310 Facility Carried
I-40 EB Feature Intersected
PIERCE RD NS410 UNDER Division
01 County
091 Location
9.3 E OKMULGEE C/L Sufficiency
88.7 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1964 ADT Total
5800 ADT Year
2022 Design Load
HS 20 Skew
3 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
H Underclearance Right
6.299 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
102.001 Deck Width
42.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
6 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
45 HS Inv. Rating Method
1 HS Inv. Method
27 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
9280 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1409 Max Measured Clearance
1503 Min Measured Clearance
1500 NBI Rating
16010 ODOT County
46 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
2.5 Rt. Curb SW
2.5 Description
30ft. - 40ft. - 30ft. CONTINUOUS CONCRETE SLAB SK 3° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4607 0931SX H Index
91.1071 Latitude
35:27:05.24 Longitude
-95:42:59.47 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
I-40 Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
07-0931S NBI Text
16010 Vault Link
http://plansrv1/bridgemaintvault/b16010 GIS FO/SD
Meets Standards H Inv. Method
19 Latitude DD
35.45145556 Longitude DD
-95.71651944 ODOT County Number
46 Maint. Dist.
1 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16416 x
-10655114.2045653 y
4225402.65875558 |
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| 16009 | 4607 0931NX | 16009 | McIntosh | I-40 WB | PIERCE RD NS410 UNDER | 4607 0931NX | 30ft. - 40ft. - 30ft. CONTINUOUS CONCRETE SLAB SK 3° | 1964 | 35.45207778 | -95.71651944 | 102.001 | 42.999 | — | 3 | 3 | 2 | 37.999 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 88.7 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 5950 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16415 BRKEY
16009 NBI No.
16009 On Under
1 Structure No.
4607 0931NX Control No.
007 Lane Ind.
N Milepoint
09310 Facility Carried
I-40 WB Feature Intersected
PIERCE RD NS410 UNDER Division
01 County
091 Location
9.3 E OKMULGEE C/L Sufficiency
88.7 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1964 ADT Total
5950 ADT Year
2022 Design Load
HS 20 Skew
3 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
H Underclearance Right
6.299 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
102.001 Deck Width
42.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
6 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
45 HS Inv. Rating Method
1 HS Inv. Method
27 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
9520 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
Y Existing Posting
-1 Max Measured Clearance
1505 Min Measured Clearance
1501 NBI Rating
16009 ODOT County
46 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
2.5 Rt. Curb SW
2.5 Description
30ft. - 40ft. - 30ft. CONTINUOUS CONCRETE SLAB SK 3° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4607 0931NX H Index
80.9694 Latitude
35:27:07.48 Longitude
-95:42:59.47 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
I-40 Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
07-0931N NBI Text
16009 Vault Link
http://plansrv1/bridgemaintvault/b16009 GIS FO/SD
Meets Standards H Inv. Method
19 Latitude DD
35.45207778 Longitude DD
-95.71651944 ODOT County Number
46 Maint. Dist.
1 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16415 x
-10655114.2045653 y
4225487.68805384 |
|||||||||||||||||||||||||||||||||||||
| 15919 | 6823 1705 X | 15919 | Sequoyah | I-40 | CREEK | 6823 1705 X | (2) 10ft. X 10ft. X 181.5ft. LONG RCB | 1964 | 35.40289444 | -94.52939167 | 22.999 | 0 | — | 2 | 0 | 6 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 78 | 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 | 17900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16413 BRKEY
15919 NBI No.
15919 On Under
1 Structure No.
6823 1705 X Control No.
023 Lane Ind.
Milepoint
17050 Facility Carried
I-40 Feature Intersected
CREEK Division
01 County
135 Location
0.1 W JCT US-64 Sufficiency
78 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
99.9 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1964 ADT Total
17900 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
6 Fill RCB
7 Appr. Roadway Width
53.999 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.
3 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
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
48.13 HS Inv. Rating Method
1 HS Inv. Method
28.87 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
28640 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15919 ODOT County
68 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 10ft. X 181.5ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6823 1705 X H Index
96.989 Latitude
35:24:10.42 Longitude
-94:31:45.81 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
23-1705 NBI Text
15919 Vault Link
http://plansrv1/bridgemaintvault/b15919 GIS FO/SD
Meets Standards H Inv. Method
16.04 Latitude DD
35.40289444 Longitude DD
-94.52939167 ODOT County Number
68 Maint. Dist.
1 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16413 x
-10522963.7457023 y
4218768.57901927 |
|||||||||||||||||||||||||||||||||||||
| 15918 | 1737T1538 X | 15918 | Cotton | BAILEY B TP (I-44) | CREEK | 1737T1592 X | 2-12ft.X 6ft. X 250ft. CL. | 1964 | 34.375125 | -98.40914722 | 28.901 | 252.001 | — | 2 | 30 | 4 | 250 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 95.9 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | X | 7700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16412 BRKEY
15918 NBI No.
15918 On Under
1 Structure No.
1737T1538 X Control No.
037 Lane Ind.
Milepoint
15380 Facility Carried
BAILEY B TP (I-44) Feature Intersected
CREEK Division
07 County
033 Location
T.P. BR NO. 09.42 Sufficiency
95.9 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
82.999 Bridge System
X Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1964 ADT Total
7700 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
2 Road Width
250 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
4 Fill RCB
5 Appr. Roadway Width
82.999 Span Type Main
M Material
1 - Concrete Design
19 Length
28.901 Deck Width
252.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
8 Structure Rating
8 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
161.7 HS Inv. Rating Method
1 HS Inv. Method
96.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
12320 Future ADT Year
2042 Bypass Detour
1.864114 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
15918 ODOT County
17 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-12ft.X 6ft. X 250ft. CL. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1737T1592 X H Index
99.6568 Latitude
34:22:30.45 Longitude
-98:24:32.93 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
BAILEY B TP (I-44) Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
09.42 NBI Text
15918 Vault Link
http://plansrv1/bridgemaintvault/b15918 GIS FO/SD
Meets Standards H Inv. Method
77.9 Latitude DD
34.375125 Longitude DD
-98.40914722 ODOT County Number
17 Maint. Dist.
7 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16412 x
-10954856.1579307 y
4079284.05913498 |
|||||||||||||||||||||||||||||||||||||
| 15917 | 2642T1513 X | 15917 | Grady | BAILEY A TP (I-44) | CO. RD. E1370 UNDER | 2642T1390 X | 20ft.X 14ft. X 83ft. CL. RDY. RC BOX | 1964 | 35.0461 | -97.909564 | 20.013 | 85 | — | 1 | 0 | 4 | 82.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 90.1 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | W | 19300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16411 BRKEY
15917 NBI No.
15917 On Under
1 Structure No.
2642T1513 X Control No.
042 Lane Ind.
Milepoint
15130 Facility Carried
BAILEY A TP (I-44) Feature Intersected
CO. RD. E1370 UNDER Division
07 County
051 Location
T.P.BR NO 24.86 Sufficiency
90.1 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
1 Vertical Clearance
N Horizontal Clearance
40.499 Bridge System
W Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1964 ADT Total
19300 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
1 Road Width
82.999 Ref. Underclearance Rt.
H Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
3 Appr. Roadway Width
81.001 Span Type Main
M Material
1 - Concrete Design
19 Length
20.013 Deck Width
85 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
N Culv. Rating
8 Structure Rating
7 Deck Geometry
9 Underclearance
3 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60.1 HS Inv. Rating Method
1 HS Inv. Method
33.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
30880 Future ADT Year
2042 Bypass Detour
1.864114 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1510 Max Measured Clearance
1511 Min Measured Clearance
1511 NBI Rating
15917 ODOT County
26 Nav. Control
N 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
20ft.X 14ft. X 83ft. CL. RDY. RC BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2642T1390 X H Index
98.853 Latitude
35:02:45.96 Longitude
-97:54:34.43 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
BAILEY A TP (I-44) Scour
N Design Structure
19 - Culvert FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
24.86 NBI Text
15917 Vault Link
http://plansrv1/bridgemaintvault/b15917 GIS FO/SD
FO H Inv. Method
20 Latitude DD
35.0461 Longitude DD
-97.909564 ODOT County Number
26 Maint. Dist.
7 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16411 x
-10899242.8082714 y
4170147.71600971 |
|||||||||||||||||||||||||||||||||||||
| 15916 | 2642T1240 X | 15916 | Grady | BAILEY A TP (I-44) | CREEK | 2642T1240 X | 2-12ft. X 6ft. X 153ft. CL | 1964 | 35.02241667 | -97.94153611 | 32.598 | 155 | — | 2 | 40 | 4 | 152.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 93.5 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | W | 10400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16410 BRKEY
15916 NBI No.
15916 On Under
1 Structure No.
2642T1240 X Control No.
042 Lane Ind.
Milepoint
12400 Facility Carried
BAILEY A TP (I-44) Feature Intersected
CREEK Division
07 County
051 Location
T.P.BR NO 27.45 Sufficiency
93.5 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40.499 Bridge System
W Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1964 ADT Total
10400 ADT Year
2022 Design Load
HS 20 Skew
40 No. Main Spans
2 Road Width
152.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
4 Fill RCB
10 Appr. Roadway Width
82.999 Span Type Main
M Material
1 - Concrete Design
19 Length
32.598 Deck Width
155 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
228.5 HS Inv. Rating Method
1 HS Inv. Method
136.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
16640 Future ADT Year
2042 Bypass Detour
1.864114 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
15916 ODOT County
26 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
2-12ft. X 6ft. X 153ft. CL Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2642T1240 X H Index
99.01 Latitude
35:01:20.7 Longitude
-97:56:29.53 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
BAILEY A TP (I-44) Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
27.45 NBI Text
15916 Vault Link
http://plansrv1/bridgemaintvault/b15916 GIS FO/SD
Meets Standards H Inv. Method
108.4 Latitude DD
35.02241667 Longitude DD
-97.94153611 ODOT County Number
26 Maint. Dist.
7 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16410 x
-10902801.9272762 y
4166927.89740564 |
|||||||||||||||||||||||||||||||||||||
| 15915 | 6823 1214 X | 15915 | Sequoyah | I-40 | CREEK | 6823 1214 X | (2) 10ft. X 10ft. X 190.5ft. LONG RCB SK 30° | 1964 | 35.39344167 | -94.61384167 | 26.601 | 0 | — | 2 | 30 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 80.7 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 17900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16409 BRKEY
15915 NBI No.
15915 On Under
1 Structure No.
6823 1214 X Control No.
023 Lane Ind.
Milepoint
12140 Facility Carried
I-40 Feature Intersected
CREEK Division
01 County
135 Location
0.9 W JCT US-64B Sufficiency
80.7 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
53.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1964 ADT Total
17900 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
10 Appr. Roadway Width
53.999 Span Type Main
M Material
1 - Concrete Design
19 Length
26.601 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
52.8 HS Inv. Rating Method
1 HS Inv. Method
31.67 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
28640 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15915 ODOT County
68 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(2) 10ft. X 10ft. X 190.5ft. LONG RCB SK 30° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6823 1214 X H Index
66.643 Latitude
35:23:36.39 Longitude
-94:36:49.83 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-40 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
23-1214 NBI Text
15915 Vault Link
http://plansrv1/bridgemaintvault/b15915 GIS FO/SD
Meets Standards H Inv. Method
17.6 Latitude DD
35.39344167 Longitude DD
-94.61384167 ODOT County Number
68 Maint. Dist.
1 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16409 x
-10532364.6766998 y
4217477.67268317 |
|||||||||||||||||||||||||||||||||||||
| 15824 | 6737 0782SX | 15824 | Seminole | I-40 | TURKEY CREEK | 6737 0782SX | 64ft.-80ft.-64ft. CONT. I-BM. SPANS | 1963 | 35.385169 | -96.638503 | 209.974 | 41.001 | — | 3 | 0 | 2 | 37.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 87.6 | Fair (5) | Satisfactory (6) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 7550 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16408 BRKEY
15824 NBI No.
15824 On Under
1 Structure No.
6737 0782SX Control No.
037 Lane Ind.
S Milepoint
07820 Facility Carried
I-40 Feature Intersected
TURKEY CREEK Division
03 County
133 Location
7.8 MI E POTT CO Sufficiency
87.6 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1963 ADT Total
7550 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
209.974 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.
1 Deck Rating
6 Super Rating
7 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
42.5 HS Inv. Rating Method
1 HS Inv. Method
25.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
12080 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15824 ODOT County
67 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-BM. SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6737 0782SX H Index
96.6495 Latitude
35:23:06.61 Longitude
-96:38:18.61 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
-1 NBI Text
15824 Vault Link
http://plansrv1/bridgemaintvault/b15824 GIS FO/SD
Meets Standards H Inv. Method
14.1 Latitude DD
35.385169 Longitude DD
-96.638503 ODOT County Number
67 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16408 x
-10757748.9449842 y
4216348.04946132 |
|||||||||||||||||||||||||||||||||||||
| 15823 | 6737 0782NX | 15823 | Seminole | I-40 | TURKEY CREEK | 6737 0782NX | 64ft.-80ft.-64ft. CONT. I-BM. SPANS | 1963 | 35.385558 | -96.638583 | 209.974 | 41.001 | — | 3 | 0 | 2 | 37.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 87.6 | Fair (5) | Satisfactory (6) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 7550 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16407 BRKEY
15823 NBI No.
15823 On Under
1 Structure No.
6737 0782NX Control No.
037 Lane Ind.
N Milepoint
07820 Facility Carried
I-40 Feature Intersected
TURKEY CREEK Division
03 County
133 Location
7.8 MI E POTT CO Sufficiency
87.6 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1963 ADT Total
7550 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
209.974 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.
1 Deck Rating
6 Super Rating
7 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
42.5 HS Inv. Rating Method
1 HS Inv. Method
25.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
12080 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15823 ODOT County
67 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-BM. SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6737 0782NX H Index
94.006 Latitude
35:23:08.01 Longitude
-96:38:18.9 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
-1 NBI Text
15823 Vault Link
http://plansrv1/bridgemaintvault/b15823 GIS FO/SD
Meets Standards H Inv. Method
14.1 Latitude DD
35.385558 Longitude DD
-96.638583 ODOT County Number
67 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16407 x
-10757757.8505435 y
4216401.16435152 |
|||||||||||||||||||||||||||||||||||||
| 15822 | 1649 0275WX | 15822 | Comanche | I-44 SB | WOLF CREEK | 1649 0275WX | 3-70ft. I-BM. SPANS | 1963 | 34.54738611 | -98.41128333 | 211.942 | 32.999 | — | 3 | 30 | 2 | 30 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 79.8 | Good (7) | Fair (5) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 3300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16406 BRKEY
15822 NBI No.
15822 On Under
1 Structure No.
1649 0275WX Control No.
049 Lane Ind.
W Milepoint
02750 Facility Carried
I-44 SB Feature Intersected
WOLF CREEK Division
07 County
031 Location
2.7 MI.N. JCT. SH 36 Sufficiency
79.8 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
30 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1963 ADT Total
3300 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
53.999 Span Type Main
M Material
3 - Steel Design
02 Length
211.942 Deck Width
32.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
7 Sub Rating
7 Chan. Rating
6 Culv. Rating
N Structure Rating
7 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
58 HS Inv. Rating Method
1 HS Inv. Method
35 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5280 Future ADT Year
2042 Bypass Detour
0.124274 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
-1 Min Measured Clearance
-1 NBI Rating
15822 ODOT County
16 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-70ft. I-BM. SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1649 0275WX H Index
88.3187 Latitude
34:32:50.59 Longitude
-98:24:40.62 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-44 SB Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
106 NBI Text
15822 Vault Link
http://plansrv1/bridgemaintvault/b15822 GIS FO/SD
Meets Standards H Inv. Method
27 Latitude DD
34.54738611 Longitude DD
-98.41128333 ODOT County Number
16 Maint. Dist.
7 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16406 x
-10955093.9486082 y
4102541.57693145 |
|||||||||||||||||||||||||||||||||||||
| 15821 | 1649 0275EX | 15821 | Comanche | I-44 NB | WOLF CREEK | 1649 0275EX | 3-70ft. I-BM. SPANS | 1963 | 34.54713333 | -98.41108611 | 211.942 | 32.999 | — | 3 | 30 | 2 | 30 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 79.8 | Satisfactory (6) | Fair (5) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 3300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16405 BRKEY
15821 NBI No.
15821 On Under
1 Structure No.
1649 0275EX Control No.
049 Lane Ind.
E Milepoint
02750 Facility Carried
I-44 NB Feature Intersected
WOLF CREEK Division
07 County
031 Location
2.7 MI.N. JCT. SH 36 Sufficiency
79.8 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
30 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1963 ADT Total
3300 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
53.999 Span Type Main
M Material
3 - Steel Design
02 Length
211.942 Deck Width
32.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
7 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
6 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
58 HS Inv. Rating Method
1 HS Inv. Method
35 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5280 Future ADT Year
2042 Bypass Detour
0.124274 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
-1 Min Measured Clearance
-1 NBI Rating
15821 ODOT County
16 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-70ft. I-BM. SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1649 0275EX H Index
88.1318 Latitude
34:32:49.68 Longitude
-98:24:39.91 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-44 NB Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
105 NBI Text
15821 Vault Link
http://plansrv1/bridgemaintvault/b15821 GIS FO/SD
Meets Standards H Inv. Method
27 Latitude DD
34.54713333 Longitude DD
-98.41108611 ODOT County Number
16 Maint. Dist.
7 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16405 x
-10955071.9941782 y
4102507.41309592 |
|||||||||||||||||||||||||||||||||||||
| 15820 | 5603 1007 X | 15820 | Okmulgee | CO. RD. 5670C | I-40 UNDER | 5603 1007 X | 32ft. - (2) 72ft. CONTINUOUS - 32ft. I-BEAM SK 9° | 1963 | 35.42966667 | -95.910825 | 217.999 | 31.001 | — | 2 | 9 | 2 | 27.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 85 | 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 | 700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16404 BRKEY
15820 NBI No.
15820 On Under
1 Structure No.
5603 1007 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. 5670C Feature Intersected
I-40 UNDER Division
01 County
111 Location
10.07 E OKFUSKEE C/L Sufficiency
85 Kind Hwy
4 Level Service
1 Route No.
5670C Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
70 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1963 ADT Total
700 ADT Year
2022 Design Load
H 20 Skew
9 No. Main Spans
2 Road Width
27.999 Ref. Underclearance Rt.
H Underclearance Right
8.501 Underclearance Left
33.999 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
27.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
217.999 Deck Width
31.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
6 Super Rating
7 Sub Rating
7 Chan. Rating
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
41.7 HS Inv. Rating Method
1 HS Inv. Method
25 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1120 Future ADT Year
2042 Bypass Detour
1.999945 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1511 Max Measured Clearance
1611 Min Measured Clearance
1602 NBI Rating
15820 ODOT County
56 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
32ft. - (2) 72ft. CONTINUOUS - 32ft. I-BEAM SK 9° Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5603 1007 X H Index
86.8946 Latitude
35:25:46.8 Longitude
-95:54:38.97 I257A
0 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
CO. RD. Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
03-1007 NBI Text
15820 Vault Link
http://plansrv1/bridgemaintvault/b15820 GIS FO/SD
FO H Inv. Method
16 Latitude DD
35.42966667 Longitude DD
-95.910825 ODOT County Number
56 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
16404 x
-10676744.2005628 y
4222425.51863324 |
|||||||||||||||||||||||||||||||||||||
| 15819 | 4606 0232 X | 15819 | McIntosh | U.S. 266 | GRAVES CREEK | 4606 0232 X | 64ft. - 80ft. - 64ft. CONTINUOUS I-BEAM | 1963 | 35.50730278 | -95.78139722 | 210 | 28.799 | — | 3 | 0 | 2 | 28.799 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 79.3 | Fair (5) | Good (7) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 960 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16403 BRKEY
15819 NBI No.
15819 On Under
1 Structure No.
4606 0232 X Control No.
006 Lane Ind.
Milepoint
02320 Facility Carried
U.S. 266 Feature Intersected
GRAVES CREEK Division
01 County
091 Location
2.3 E OKMULGEE C/L Sufficiency
79.3 Kind Hwy
2 Level Service
1 Route No.
00266 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
28.799 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1963 ADT Total
960 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
28.799 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
23.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
210 Deck Width
28.799 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
6 Sub Rating
5 Chan. Rating
7 Culv. Rating
N Structure Rating
5 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
59 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1536 Future ADT Year
2042 Bypass Detour
26.718961 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
15819 ODOT County
46 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
1.099 Rt. Curb SW
1.099 Description
64ft. - 80ft. - 64ft. CONTINUOUS I-BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4606 0232 X H Index
97.1064 Latitude
35:30:26.29 Longitude
-95:46:53.03 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 266 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
06-0232 NBI Text
15819 Vault Link
http://plansrv1/bridgemaintvault/b15819 GIS FO/SD
Meets Standards H Inv. Method
27 Latitude DD
35.50730278 Longitude DD
-95.78139722 ODOT County Number
46 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
16403 x
-10662336.3659987 y
4233037.06602602 |
|||||||||||||||||||||||||||||||||||||
| 16108 | 6823 0913SX | 16108 | Sequoyah | I-40 EB | U.S. 64 UNDER | 6823 0913SX | 55ft. - 74ft. - 45ft. I-BEAM SK 51° | 1964 | 35.39833611 | -94.66562222 | 177.001 | 32.999 | — | 3 | 51 | 2 | 30 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 66.4 | Fair (5) | Fair (5) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 9250 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16402 BRKEY
16108 NBI No.
16108 On Under
1 Structure No.
6823 0913SX Control No.
023 Lane Ind.
S Milepoint
09130 Facility Carried
I-40 EB Feature Intersected
U.S. 64 UNDER Division
01 County
135 Location
JCT I-40 & US-64 Sufficiency
66.4 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
30 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
1964 ADT Total
9250 ADT Year
2022 Design Load
HS 20 Skew
51 No. Main Spans
3 Road Width
30 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
3 - Steel Design
02 Length
177.001 Deck Width
32.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
6 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
2 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
57.4 HS Inv. Rating Method
1 HS Inv. Method
34.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
14800 Future ADT Year
2042 Bypass Detour
0.099997 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
1702 Min Measured Clearance
1605 NBI Rating
16108 ODOT County
68 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
55ft. - 74ft. - 45ft. I-BEAM SK 51° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6823 0913SX H Index
78.2323 Latitude
35:23:54.01 Longitude
-94:39:56.24 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-40 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
23-0913S NBI Text
16108 Vault Link
http://plansrv1/bridgemaintvault/b16108 GIS FO/SD
FO H Inv. Method
26 Latitude DD
35.39833611 Longitude DD
-94.66562222 ODOT County Number
68 Maint. Dist.
1 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16402 x
-10538128.8611588 y
4218146.05718904 |
|||||||||||||||||||||||||||||||||||||
| 16107 | 1649R0867EXR | 16107 | Comanche | I-44 RAMP S-W | U.S. 281B NB UNDER | 1649 0867EXR | 51ft.-57ft.-50ft. I-BM. SPANS SK.38 DEG. WITH 2-18ft. SAFETY CURBS | 1964 | 34.62020556 | -98.38733333 | 158.136 | 22.999 | — | 3 | 38 | 1 | 20 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Closed (K) | 55.9 | Poor (4) | Satisfactory (6) | Good (7) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 8950 | 2012 | 5 | Unmatched |
|
Raw data
OBJECTID
16401 BRKEY
16107 NBI No.
16107 On Under
1 Structure No.
1649R0867EXR Control No.
049 Lane Ind.
E Milepoint
08670 Facility Carried
I-44 RAMP S-W Feature Intersected
U.S. 281B NB UNDER Division
07 County
031 Location
JCT US62 & I-44 Sufficiency
55.9 Kind Hwy
1 Level Service
7 Route No.
00044 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
11 - Principal Arterial Interstate (Rural) Year Built
1964 ADT Total
8950 ADT Year
2012 Design Load
HS 20 Skew
38 No. Main Spans
3 Road Width
20 Ref. Underclearance Rt.
H Underclearance Right
8.501 Underclearance Left
7.5 Deck Structure Type
1 No. Lanes
1 Fill RCB
-1 Appr. Roadway Width
22.999 Span Type Main
M Material
3 - Steel Design
02 Length
158.136 Deck Width
22.999 Bridge Open Closed
K TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
7 Sub Rating
4 Chan. Rating
N Culv. Rating
N Structure Rating
4 Deck Geometry
5 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.053 HS Inv. Rating Method
2 HS Inv. Method
36.046 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
14320 Future ADT Year
2032 Bypass Detour
6.213712 School Bus Rte.
3 Posted Weight
CLOSED Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
1800 Min Measured Clearance
1710 NBI Rating
16107 ODOT County
16 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
51ft.-57ft.-50ft. I-BM. SPANS SK.38 DEG. WITH 2-18ft. SAFETY CURBS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
R Alt. Structure Name
1649 0867EXR H Index
80.1893 Latitude
34:37:12.74 Longitude
-98:23:14.4 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
- Roadway Name
I-44 RAMP S-W Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
7 - Ramp, Wye, Connector, etc. Historical Significance
5 Local Bridge ID
130 NBI Text
16107 Vault Link
http://plansrv1/bridgemaintvault/b16107 GIS FO/SD
SD H Inv. Method
16.314 Latitude DD
34.62020556 Longitude DD
-98.38733333 ODOT County Number
16 Maint. Dist.
7 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16401 x
-10952427.8468037 y
4112387.62986031 |
|||||||||||||||||||||||||||||||||||||
| 16106 | 1649 0834WX | 16106 | Comanche | I-44 SB | SLWC R.R. UNDER | 1649 0834WX | 3-56ft. I-BM. SPANS SK.48 DEG.46ft.18ft. | 1964 | 34.616086 | -98.384142 | 170.932 | 40 | — | 3 | 48 | 2 | 37.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 91.6 | Good (7) | Very good (8) | Good (7) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 11050 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16400 BRKEY
16106 NBI No.
16106 On Under
1 Structure No.
1649 0834WX Control No.
049 Lane Ind.
W Milepoint
08340 Facility Carried
I-44 SB Feature Intersected
SLWC R.R. UNDER Division
07 County
031 Location
4.7 MI.NE.JCT.US281B Sufficiency
91.6 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
2 Vertical Clearance
N Horizontal Clearance
37.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1964 ADT Total
11050 ADT Year
2022 Design Load
HS 20 Skew
48 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
R Underclearance Right
13.999 Underclearance Left
18.1 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
53.999 Span Type Main
M Material
3 - Steel Design
02 Length
170.932 Deck Width
40 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
8 Super Rating
7 Sub Rating
8 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
54 HS Inv. Rating Method
1 HS Inv. Method
33 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
17680 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
0000 Max Measured Clearance
2203 Min Measured Clearance
2203 NBI Rating
16106 ODOT County
16 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
5 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-56ft. I-BM. SPANS SK.48 DEG.46ft.18ft. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1649 0834WX H Index
96.8204 Latitude
34:36:57.91 Longitude
-98:23:02.91 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-44 SB Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
127 NBI Text
16106 Vault Link
http://plansrv1/bridgemaintvault/b16106 GIS FO/SD
Meets Standards H Inv. Method
26 Latitude DD
34.616086 Longitude DD
-98.384142 ODOT County Number
16 Maint. Dist.
7 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16400 x
-10952072.5895731 y
4111830.38615695 |
|||||||||||||||||||||||||||||||||||||
| 16105 | 1649 0834EX | 16105 | Comanche | I-44 NB | SLWC R.R. UNDER | 1649 0834EX | 3-56ft. I-BM. SPANS SK.48 DEG.46ft.18ft. | 1964 | 34.616517 | -98.384269 | 170.932 | 40 | — | 3 | 48 | 2 | 37.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 91.6 | Good (7) | Very good (8) | Good (7) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 10450 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16399 BRKEY
16105 NBI No.
16105 On Under
1 Structure No.
1649 0834EX Control No.
049 Lane Ind.
E Milepoint
08340 Facility Carried
I-44 NB Feature Intersected
SLWC R.R. UNDER Division
07 County
031 Location
4.7 MI.NE.JCT.US281B Sufficiency
91.6 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
2 Vertical Clearance
N Horizontal Clearance
37.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1964 ADT Total
10450 ADT Year
2022 Design Load
HS 20 Skew
48 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
R Underclearance Right
13.999 Underclearance Left
17.94 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
53.999 Span Type Main
M Material
3 - Steel Design
02 Length
170.932 Deck Width
40 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
8 Super Rating
7 Sub Rating
8 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
54 HS Inv. Rating Method
1 HS Inv. Method
33 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
16720 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
0000 Max Measured Clearance
2203 Min Measured Clearance
2203 NBI Rating
16105 ODOT County
16 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
5 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-56ft. I-BM. SPANS SK.48 DEG.46ft.18ft. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1649 0834EX H Index
91.7473 Latitude
34:36:59.46 Longitude
-98:23:03.37 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-44 NB Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
126 NBI Text
16105 Vault Link
http://plansrv1/bridgemaintvault/b16105 GIS FO/SD
Meets Standards H Inv. Method
26 Latitude DD
34.616517 Longitude DD
-98.384269 ODOT County Number
16 Maint. Dist.
7 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16399 x
-10952086.7271484 y
4111888.6852713 |
|||||||||||||||||||||||||||||||||||||
| 16104 | 1651T0680 X | 16104 | Comanche | BAILEY A TP (I-44) | U.S. 277 UNDER | 1651T0680 X | 37ft.,2-50ft.,37ft. I-BM SPANS | 1964 | 34.782225 | -98.30471944 | 176.837 | 87.999 | — | 4 | 30 | 4 | 82.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95.7 | Satisfactory (6) | Good (7) | Good (7) | Satisfactory (6) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | W | 16200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16398 BRKEY
16104 NBI No.
16104 On Under
1 Structure No.
1651T0680 X Control No.
051 Lane Ind.
Milepoint
06800 Facility Carried
BAILEY A TP (I-44) Feature Intersected
U.S. 277 UNDER Division
07 County
031 Location
4.8 MI E US62 Sufficiency
95.7 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
40.499 Bridge System
W Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1964 ADT Total
16200 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
4 Road Width
82.999 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
10 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
81.001 Span Type Main
M Material
3 - Steel Design
02 Length
176.837 Deck Width
87.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
9 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
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
25920 Future ADT Year
2042 Bypass Detour
1.864114 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
Y Existing Posting
1605 Max Measured Clearance
1609 Min Measured Clearance
1608 NBI Rating
16104 ODOT County
16 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
37ft.,2-50ft.,37ft. I-BM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1651T0680 X H Index
88.2838 Latitude
34:46:56.01 Longitude
-98:18:16.99 I257A
1 I257B
1 I257C
0 I257D
1 I257E
0 I263
2 Roadway Name
BAILEY A TP (I-44) Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
54.39 NBI Text
16104 Vault Link
http://plansrv1/bridgemaintvault/b16104 GIS FO/SD
Meets Standards H Inv. Method
20.062 Latitude DD
34.782225 Longitude DD
-98.30471944 ODOT County Number
16 Maint. Dist.
7 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16398 x
-10943231.3106364 y
4134325.63260925 |
|||||||||||||||||||||||||||||||||||||
| 16008 | 6823 0608NX | 16008 | Sequoyah | I-40 WB | N4670 RD UNDER | 6823 0608NX | 30ft. - 40ft. - 30ft. CONTINUOUS CONCRETE SLAB | 1964 | 35.42496111 | -94.70828611 | 102.001 | 42.999 | — | 3 | 0 | 2 | 37.999 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 91.4 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 9900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16397 BRKEY
16008 NBI No.
16008 On Under
1 Structure No.
6823 0608NX Control No.
023 Lane Ind.
N Milepoint
06080 Facility Carried
I-40 WB Feature Intersected
N4670 RD UNDER Division
01 County
135 Location
6.08 E JCT US-59 Sufficiency
91.4 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1964 ADT Total
9900 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
H Underclearance Right
3.999 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
102.001 Deck Width
42.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
6 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
54.7 HS Inv. Rating Method
1 HS Inv. Method
32.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
15840 Future ADT Year
2042 Bypass Detour
0.099997 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
Y Existing Posting
1309 Max Measured Clearance
1408 Min Measured Clearance
1309 NBI Rating
16008 ODOT County
68 Nav. Control
N 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
30ft. - 40ft. - 30ft. CONTINUOUS CONCRETE SLAB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6823 0608NX H Index
98.0199 Latitude
35:25:29.86 Longitude
-94:42:29.83 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-40 Scour
N Design Structure
1 - Slab FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
23-0608N NBI Text
16008 Vault Link
http://plansrv1/bridgemaintvault/b16008 GIS FO/SD
FO H Inv. Method
20.7 Latitude DD
35.42496111 Longitude DD
-94.70828611 ODOT County Number
68 Maint. Dist.
1 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16397 x
-10542878.1836689 y
4221782.67694809 |
|||||||||||||||||||||||||||||||||||||
| 16007 | 6823 0608SX | 16007 | Sequoyah | I-40 EB | N4670 RD UNDER | 6823 0608SX | 30ft. - 40ft. - 30ft. CONTINUOUS CONCRETE SLAB | 1964 | 35.42445556 | -94.70912778 | 102.001 | 42.999 | — | 3 | 0 | 2 | 37.999 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 93.5 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 9250 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16396 BRKEY
16007 NBI No.
16007 On Under
1 Structure No.
6823 0608SX Control No.
023 Lane Ind.
S Milepoint
06080 Facility Carried
I-40 EB Feature Intersected
N4670 RD UNDER Division
01 County
135 Location
6.08 E JCT US-59 Sufficiency
93.5 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1964 ADT Total
9250 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
H Underclearance Right
5 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
102.001 Deck Width
42.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
4 Deck Rating
6 Super Rating
6 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
64.5 HS Inv. Rating Method
1 HS Inv. Method
32.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
14800 Future ADT Year
2042 Bypass Detour
0.099997 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
Y Existing Posting
1309 Max Measured Clearance
1407 Min Measured Clearance
1403 NBI Rating
16007 ODOT County
68 Nav. Control
N 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
30ft. - 40ft. - 30ft. CONTINUOUS CONCRETE SLAB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6823 0608SX H Index
99.3507 Latitude
35:25:28.04 Longitude
-94:42:32.86 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-40 Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
23-0608S NBI Text
16007 Vault Link
http://plansrv1/bridgemaintvault/b16007 GIS FO/SD
Meets Standards H Inv. Method
20.7 Latitude DD
35.42445556 Longitude DD
-94.70912778 ODOT County Number
68 Maint. Dist.
1 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16396 x
-10542971.8779447 y
4221713.61437086 |
|||||||||||||||||||||||||||||||||||||
| 16006 | 1649 0481WX | 16006 | Comanche | I-44 SB | CO. RD. EW168.5 UND | 1649 0481WX | 30ft.-40ft.-30ft. CONC. SLAB SPANS SK.79 DEG.13ft.25ft. WITH 2-18ft. SAFETY CURBS | 1964 | 34.57240833 | -98.39517778 | 102.034 | 42.999 | — | 3 | 11 | 2 | 37.999 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 89.7 | Satisfactory (6) | Fair (5) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 3500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16395 BRKEY
16006 NBI No.
16006 On Under
1 Structure No.
1649 0481WX Control No.
049 Lane Ind.
W Milepoint
04810 Facility Carried
I-44 SB Feature Intersected
CO. RD. EW168.5 UND Division
07 County
031 Location
1.4 MI.NE.JCT.US281B Sufficiency
89.7 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1964 ADT Total
3500 ADT Year
2022 Design Load
HS 20 Skew
11 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
H Underclearance Right
8.999 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
53.999 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
102.034 Deck Width
42.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
6 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
55 HS Inv. Rating Method
1 HS Inv. Method
33 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5600 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1401 Max Measured Clearance
1800 Min Measured Clearance
1509 NBI Rating
16006 ODOT County
16 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
30ft.-40ft.-30ft. CONC. SLAB SPANS SK.79 DEG.13ft.25ft. WITH 2-18ft. SAFETY CURBS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1649 0481WX H Index
92.3318 Latitude
34:34:20.67 Longitude
-98:23:42.64 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-44 SB Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
114 NBI Text
16006 Vault Link
http://plansrv1/bridgemaintvault/b16006 GIS FO/SD
Meets Standards H Inv. Method
21 Latitude DD
34.57240833 Longitude DD
-98.39517778 ODOT County Number
16 Maint. Dist.
7 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16395 x
-10953301.0869832 y
4105923.90496345 |
|||||||||||||||||||||||||||||||||||||
| 16005 | 1649 0481EX | 16005 | Comanche | I-44 NB | CO. RD. EW168.5 UND | 1649 0481EX | 30ft.-40ft.-30ft. CONC. SL | 1964 | 34.57240833 | -98.39481389 | 102.034 | 42.999 | — | 3 | 11 | 2 | 37.999 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 89.7 | Satisfactory (6) | Fair (5) | Satisfactory (6) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 3650 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16394 BRKEY
16005 NBI No.
16005 On Under
1 Structure No.
1649 0481EX Control No.
049 Lane Ind.
E Milepoint
04810 Facility Carried
I-44 NB Feature Intersected
CO. RD. EW168.5 UND Division
07 County
031 Location
1.4 MI.NE.JCT.US281B Sufficiency
89.7 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1964 ADT Total
3650 ADT Year
2022 Design Load
HS 20 Skew
11 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
H Underclearance Right
8.999 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
53.999 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
102.034 Deck Width
42.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
6 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
55 HS Inv. Rating Method
1 HS Inv. Method
33 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5840 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1401 Max Measured Clearance
1700 Min Measured Clearance
1404 NBI Rating
16005 ODOT County
16 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
30ft.-40ft.-30ft. CONC. SL Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1649 0481EX H Index
91.9114 Latitude
34:34:20.67 Longitude
-98:23:41.33 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-44 NB Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
113 NBI Text
16005 Vault Link
http://plansrv1/bridgemaintvault/b16005 GIS FO/SD
Meets Standards H Inv. Method
21 Latitude DD
34.57240833 Longitude DD
-98.39481389 ODOT County Number
16 Maint. Dist.
7 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16394 x
-10953260.5789337 y
4105923.90496345 |
|||||||||||||||||||||||||||||||||||||
| 16004 | 1649 0431WX | 16004 | Comanche | I-44 SB | CO. RD. EW169 UNDER | 1649 0431WX | 30ft.-40ft.-30ft. CONC. SLAB SPANS SK.8 DEG.32ft.31ft. WITH 2-18ft. SAFETY CURBS | 1964 | 34.565175 | -98.39574444 | 102.034 | 42.999 | — | 3 | 8 | 2 | 37.999 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 89.7 | Satisfactory (6) | Fair (5) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 3600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16393 BRKEY
16004 NBI No.
16004 On Under
1 Structure No.
1649 0431WX Control No.
049 Lane Ind.
W Milepoint
04310 Facility Carried
I-44 SB Feature Intersected
CO. RD. EW169 UNDER Division
07 County
031 Location
0.9 MI.N. JCT.US281B Sufficiency
89.7 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1964 ADT Total
3600 ADT Year
2022 Design Load
HS 20 Skew
8 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
H Underclearance Right
7.999 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
53.999 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
102.034 Deck Width
42.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
7 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
55 HS Inv. Rating Method
1 HS Inv. Method
33 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5760 Future ADT Year
2042 Bypass Detour
0.124274 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
1601 Min Measured Clearance
1408 NBI Rating
16004 ODOT County
16 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
30ft.-40ft.-30ft. CONC. SLAB SPANS SK.8 DEG.32ft.31ft. WITH 2-18ft. SAFETY CURBS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1649 0431WX H Index
92.923 Latitude
34:33:54.63 Longitude
-98:23:44.68 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-44 SB Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
111 NBI Text
16004 Vault Link
http://plansrv1/bridgemaintvault/b16004 GIS FO/SD
Meets Standards H Inv. Method
21 Latitude DD
34.565175 Longitude DD
-98.39574444 ODOT County Number
16 Maint. Dist.
7 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16393 x
-10953364.1672859 y
4104946.04963464 |
|||||||||||||||||||||||||||||||||||||
| 15914 | 5603 1203NX | 15914 | Okmulgee | I-40 WB | SHOULDERS CREEK TRIB | 5603 1203NX | (3) 10ft. X 10ft. X 117ft. LONG RCB | 1964 | 35.43240833 | -95.87642778 | 33 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 98 | 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 | 6300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16392 BRKEY
15914 NBI No.
15914 On Under
1 Structure No.
5603 1203NX Control No.
003 Lane Ind.
N Milepoint
12030 Facility Carried
I-40 WB Feature Intersected
SHOULDERS CREEK TRIB Division
01 County
111 Location
13.03 E OKFUSKEE C/L Sufficiency
98 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
99.9 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1964 ADT Total
6300 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
12 Appr. Roadway Width
112.999 Span Type Main
M Material
1 - Concrete Design
19 Length
33 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
10080 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15914 ODOT County
56 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(3) 10ft. X 10ft. X 117ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5603 1203NX H Index
67 Latitude
35:25:56.67 Longitude
-95:52:35.14 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-40 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
03-1203N NBI Text
15914 Vault Link
http://plansrv1/bridgemaintvault/b15914 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
35.43240833 Longitude DD
-95.87642778 ODOT County Number
56 Maint. Dist.
1 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16392 x
-10672915.1195477 y
4222800.08294084 |
|||||||||||||||||||||||||||||||||||||
| 15913 | 1737T1122 X | 15913 | Cotton | BAILEY B TP (I-44) | CREEK | 1737T1175 X | 2-10ft.X 6ft. X 121ft. CL. | 1964 | 34.31513611 | -98.41758333 | 21.001 | 122.999 | — | 2 | 0 | 6 | 121.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 94.1 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | X | 6300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16391 BRKEY
15913 NBI No.
15913 On Under
1 Structure No.
1737T1122 X Control No.
037 Lane Ind.
Milepoint
11220 Facility Carried
BAILEY B TP (I-44) Feature Intersected
CREEK Division
07 County
033 Location
T P BR NO 13.62 Sufficiency
94.1 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
82.999 Bridge System
X Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1964 ADT Total
6300 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
121.001 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
6 Fill RCB
8 Appr. Roadway Width
82.999 Span Type Main
M Material
1 - Concrete Design
19 Length
21.001 Deck Width
122.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
8 Structure Rating
8 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
0 HS Operating Rating
60.1 HS Inv. Rating Method
0 HS Inv. Method
36 H Operating Rating
0 H Inv. Rating Method
0 Future ADT
10080 Future ADT Year
2042 Bypass Detour
1.864114 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
15913 ODOT County
17 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 6ft. X 121ft. CL. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1737T1175 X H Index
99.0724 Latitude
34:18:54.49 Longitude
-98:25:03.3 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
BAILEY B TP (I-44) Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
13.62 NBI Text
15913 Vault Link
http://plansrv1/bridgemaintvault/b15913 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
34.31513611 Longitude DD
-98.41758333 ODOT County Number
17 Maint. Dist.
7 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16391 x
-10955795.2614002 y
4071196.00776172 |
|||||||||||||||||||||||||||||||||||||
| 15912 | 4607 1133 X | 15912 | McIntosh | I-40 | CO. RD. UNDER | 4607 1133 X | 20ft. X 14ft. X 146ft. LONG RCB SK 4° | 1964 | 35.45385556 | -95.68086389 | 22.001 | 146.001 | — | 1 | 4 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 65.6 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 11600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16390 BRKEY
15912 NBI No.
15912 On Under
1 Structure No.
4607 1133 X Control No.
007 Lane Ind.
Milepoint
11330 Facility Carried
I-40 Feature Intersected
CO. RD. UNDER Division
01 County
091 Location
7.7 W JCT US-69 Sufficiency
65.6 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
1 Vertical Clearance
Y 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
1964 ADT Total
11600 ADT Year
2022 Design Load
HS 20 Skew
4 No. Main Spans
1 Road Width
0 Ref. Underclearance Rt.
H Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
3 Appr. Roadway Width
112.999 Span Type Main
M Material
1 - Concrete Design
19 Length
22.001 Deck Width
146.001 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
N Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
3 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
57.51 HS Inv. Rating Method
1 HS Inv. Method
34.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
18560 Future ADT Year
2042 Bypass Detour
27.961703 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
1311 Min Measured Clearance
1311 NBI Rating
15912 ODOT County
46 Nav. Control
N 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
20ft. X 14ft. X 146ft. LONG RCB SK 4° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4607 1133 X H Index
100 Latitude
35:27:13.88 Longitude
-95:40:51.11 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-40 Scour
N Design Structure
19 - Culvert FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
07-1133 NBI Text
15912 Vault Link
http://plansrv1/bridgemaintvault/b15912 GIS FO/SD
FO H Inv. Method
19.18 Latitude DD
35.45385556 Longitude DD
-95.68086389 ODOT County Number
46 Maint. Dist.
1 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16390 x
-10651145.0468953 y
4225730.63370038 |
|||||||||||||||||||||||||||||||||||||
| 15911 | 2405 1055 X | 15911 | Garfield | U.S. 60 / U.S. 64 | CREEK | 2405 1055 X | 3-8ft. X 6ft. X 130ft. R.C. BOX WITH 4ft. CURTAIN WALLS | 1964 | 36.53899722 | -97.87259444 | 26.001 | 0 | — | 3 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 69.9 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16389 BRKEY
15911 NBI No.
15911 On Under
1 Structure No.
2405 1055 X Control No.
005 Lane Ind.
Milepoint
10550 Facility Carried
U.S. 60 / U.S. 64 Feature Intersected
CREEK Division
04 County
047 Location
10.5 MI N JCT US 412 Sufficiency
69.9 Kind Hwy
2 Level Service
1 Route No.
00060 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
99.9 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1964 ADT Total
5000 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
5 Appr. Roadway Width
72.001 Span Type Main
M Material
1 - Concrete Design
19 Length
26.001 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
5 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.053 HS Inv. Rating Method
2 HS Inv. Method
36.046 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
8000 Future ADT Year
2042 Bypass Detour
34 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
15911 ODOT County
24 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-8ft. X 6ft. X 130ft. R.C. BOX WITH 4ft. CURTAIN WALLS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2405 1055 X H Index
98.9192 Latitude
36:32:20.39 Longitude
-97:52:21.34 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
15911 Vault Link
http://plansrv1/bridgemaintvault/b15911 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
36.53899722 Longitude DD
-97.87259444 ODOT County Number
24 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
16389 x
-10895127.3756774 y
4375042.27404306 |
|||||||||||||||||||||||||||||||||||||
| 15910 | 1737T1024 X | 15910 | Cotton | BAILEY B TP (I-44) | CREEK | 1737T1030 X | 2-10ft.X 10ft. X 183ft. CL | 1964 | 34.30170556 | -98.42165556 | 29.701 | 185 | — | 2 | 45 | 4 | 182.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 95.1 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | X | 6300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16388 BRKEY
15910 NBI No.
15910 On Under
1 Structure No.
1737T1024 X Control No.
037 Lane Ind.
Milepoint
10240 Facility Carried
BAILEY B TP (I-44) Feature Intersected
CREEK Division
07 County
033 Location
T P BR NO 14.54 Sufficiency
95.1 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
82.999 Bridge System
X Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1964 ADT Total
6300 ADT Year
2022 Design Load
HS 20 Skew
45 No. Main Spans
2 Road Width
182.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
4 Fill RCB
11 Appr. Roadway Width
82.999 Span Type Main
M Material
1 - Concrete Design
19 Length
29.701 Deck Width
185 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 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
8 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
0 HS Operating Rating
60.1 HS Inv. Rating Method
0 HS Inv. Method
36 H Operating Rating
0 H Inv. Rating Method
0 Future ADT
10080 Future ADT Year
2042 Bypass Detour
1.864114 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
15910 ODOT County
17 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 10ft. X 183ft. CL Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1737T1030 X H Index
98.9298 Latitude
34:18:06.14 Longitude
-98:25:17.96 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
BAILEY B TP (I-44) Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
14.54 NBI Text
15910 Vault Link
http://plansrv1/bridgemaintvault/b15910 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
34.30170556 Longitude DD
-98.42165556 ODOT County Number
17 Maint. Dist.
7 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16388 x
-10956248.5799702 y
4069386.01501958 |
|||||||||||||||||||||||||||||||||||||
| 15909 | 1737T0907 X | 15909 | Cotton | BAILEY B TP (I-44) | CREEK | 1737T0910 X | 2-10ft.X 7ft. X 120ft. CL. | 1964 | 34.28527778 | -98.42677222 | 29.701 | 122.001 | — | 2 | 45 | 4 | 120 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 94.1 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | X | 6300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16387 BRKEY
15909 NBI No.
15909 On Under
1 Structure No.
1737T0907 X Control No.
037 Lane Ind.
Milepoint
09070 Facility Carried
BAILEY B TP (I-44) Feature Intersected
CREEK Division
07 County
033 Location
T P BR NO 15.71 Sufficiency
94.1 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
82.999 Bridge System
X Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1964 ADT Total
6300 ADT Year
2022 Design Load
HS 20 Skew
45 No. Main Spans
2 Road Width
120 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
4 Fill RCB
6 Appr. Roadway Width
82.999 Span Type Main
M Material
1 - Concrete Design
19 Length
29.701 Deck Width
122.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
8 Structure Rating
8 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
0 HS Operating Rating
60.1 HS Inv. Rating Method
0 HS Inv. Method
36 H Operating Rating
0 H Inv. Rating Method
0 Future ADT
10080 Future ADT Year
2042 Bypass Detour
1.864114 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
15909 ODOT County
17 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 7ft. X 120ft. CL. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1737T0910 X H Index
99.4562 Latitude
34:17:07 Longitude
-98:25:36.38 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
BAILEY B TP (I-44) Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
15.71 NBI Text
15909 Vault Link
http://plansrv1/bridgemaintvault/b15909 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
34.28527778 Longitude DD
-98.42677222 ODOT County Number
17 Maint. Dist.
7 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16387 x
-10956818.1639559 y
4067172.48855617 |
|||||||||||||||||||||||||||||||||||||
| 15818 | 5422 0043NX | 15818 | Okfuskee | I-40 | SAND CREEK | 5422 0043NX | 64ft.-80ft.-64ft. CONT. I-BM. SPANS | 1963 | 35.38660833 | -96.43364444 | 209.974 | 41.01 | — | 3 | 0 | 2 | 38.058 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 79.9 | Fair (5) | Fair (5) | Good (7) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 7450 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16386 BRKEY
15818 NBI No.
15818 On Under
1 Structure No.
5422 0043NX Control No.
022 Lane Ind.
N Milepoint
00430 Facility Carried
I-40 Feature Intersected
SAND CREEK Division
03 County
107 Location
.4 MI E SEMINOLE C/L Sufficiency
79.9 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.73 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1963 ADT Total
7450 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
38.058 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38.058 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
209.974 Deck Width
41.01 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
7 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
46 HS Inv. Rating Method
1 HS Inv. Method
28 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
11920 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15818 ODOT County
54 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-BM. SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5422 0043NX H Index
84.0594 Latitude
35:23:11.79 Longitude
-96:26:01.12 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-40 Scour
7 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15818 Vault Link
http://plansrv1/bridgemaintvault/b15818 GIS FO/SD
Meets Standards H Inv. Method
15 Latitude DD
35.38660833 Longitude DD
-96.43364444 ODOT County Number
54 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16386 x
-10734944.1944004 y
4216544.57993083 |
|||||||||||||||||||||||||||||||||||||
| 15817 | 5422 0043SX | 15817 | Okfuskee | I-40 | SAND CREEK | 5422 0043SX | 64ft.-80ft.-64ft. CONT. I-BM. SPANS | 1963 | 35.38621667 | -96.43369722 | 209.974 | 41.01 | — | 3 | 0 | 2 | 38.058 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 90.9 | Satisfactory (6) | Fair (5) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 7050 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16385 BRKEY
15817 NBI No.
15817 On Under
1 Structure No.
5422 0043SX Control No.
022 Lane Ind.
S Milepoint
00430 Facility Carried
I-40 Feature Intersected
SAND CREEK Division
03 County
107 Location
.4 MI E SEMINOLE C/L Sufficiency
90.9 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.73 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1963 ADT Total
7050 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
38.058 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38.058 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
209.974 Deck Width
41.01 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
6 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
46 HS Inv. Rating Method
1 HS Inv. Method
28 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
11280 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15817 ODOT County
54 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-BM. SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5422 0043SX H Index
78.4783 Latitude
35:23:10.38 Longitude
-96:26:01.31 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-40 Scour
7 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15817 Vault Link
http://plansrv1/bridgemaintvault/b15817 GIS FO/SD
Meets Standards H Inv. Method
15 Latitude DD
35.38621667 Longitude DD
-96.43369722 ODOT County Number
54 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16385 x
-10734950.0698431 y
4216491.10114309 |
|||||||||||||||||||||||||||||||||||||
| 15816 | 5422 1734 X | 15816 | Okfuskee | CO. RD. | I-40 UNDER | 5422 1734 X | 32ft.(2-73ft. CONT.) 32ft. | 1963 | 35.42870833 | -96.144575 | 211.942 | 26.903 | — | 2 | 0 | 2 | 23.95 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 82.3 | 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 | 50 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16384 BRKEY
15816 NBI No.
15816 On Under
1 Structure No.
5422 1734 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. Feature Intersected
I-40 UNDER Division
03 County
107 Location
17.3 MI E SEMINOLE CO Sufficiency
82.3 Kind Hwy
4 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
23.95 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1963 ADT Total
50 ADT Year
2022 Design Load
H 15 Skew
0 No. Main Spans
2 Road Width
23.95 Ref. Underclearance Rt.
H Underclearance Right
9.843 Underclearance Left
36.417 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
23.95 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
211.942 Deck Width
26.903 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
6 Deck Geometry
6 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
38 HS Inv. Rating Method
1 HS Inv. Method
23 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
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
15816 ODOT County
54 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
32ft.(2-73ft. CONT.) 32ft. Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5422 1734 X H Index
98.0534 Latitude
35:25:43.35 Longitude
-96:08:40.47 I257A
0 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15816 Vault Link
http://plansrv1/bridgemaintvault/b15816 GIS FO/SD
Meets Standards H Inv. Method
16 Latitude DD
35.42870833 Longitude DD
-96.144575 ODOT County Number
54 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
16384 x
-10702765.1315357 y
4222294.59367807 |
|||||||||||||||||||||||||||||||||||||
| 15815 | 6737 0997 X | 15815 | Seminole | CO. RD. | I-40 UNDER | 6737 0997 X | 30ft.-2(72ft. CONT.)35ft. | 1963 | 35.384619 | -96.600592 | 212.927 | 27.001 | — | 2 | 0 | 2 | 23.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 88.7 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | A | 101 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16383 BRKEY
15815 NBI No.
15815 On Under
1 Structure No.
6737 0997 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. Feature Intersected
I-40 UNDER Division
03 County
133 Location
10 MI E POTT CO Sufficiency
88.7 Kind Hwy
4 Level Service
1 Route No.
N3600 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
83.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1963 ADT Total
101 ADT Year
2022 Design Load
H 15 Skew
0 No. Main Spans
2 Road Width
23.999 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
36.001 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
23.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
212.927 Deck Width
27.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
5 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
56.6 HS Inv. Rating Method
1 HS Inv. Method
33.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
162 Future ADT Year
2042 Bypass Detour
18.019764 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
Y Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15815 ODOT County
67 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
30ft.-2(72ft. CONT.)35ft. Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6737 0997 X H Index
93.4608 Latitude
35:23:04.63 Longitude
-96:36:02.13 I257A
0 I257B
0 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15815 Vault Link
http://plansrv1/bridgemaintvault/b15815 GIS FO/SD
Meets Standards H Inv. Method
22.4 Latitude DD
35.384619 Longitude DD
-96.600592 ODOT County Number
67 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
16383 x
-10753528.7117688 y
4216272.95172459 |
|||||||||||||||||||||||||||||||||||||
| 15814 | 6341 0701 X | 15814 | Pottawatomie | CO. RD. | I-40 UNDER | 6341 0701 X | 32ft.(2@ 73ft. CONT.) 32 | 1963 | 35.3837 | -96.78934167 | 211.942 | 26.903 | — | 2 | 0 | 2 | 23.95 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 75.6 | 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 | 150 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16382 BRKEY
15814 NBI No.
15814 On Under
1 Structure No.
6341 0701 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. Feature Intersected
I-40 UNDER Division
03 County
125 Location
7 MI E JCT SH 18 Sufficiency
75.6 Kind Hwy
4 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
23.95 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1963 ADT Total
150 ADT Year
2022 Design Load
H 15 Skew
0 No. Main Spans
2 Road Width
23.95 Ref. Underclearance Rt.
H Underclearance Right
9.514 Underclearance Left
36.089 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
23.95 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
211.942 Deck Width
26.903 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
6 Deck Geometry
5 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
39.353 HS Inv. Rating Method
1 HS Inv. Method
23.589 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
240 Future ADT Year
2042 Bypass Detour
3.728227 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15814 ODOT County
63 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
32ft.(2@ 73ft. CONT.) 32 Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6341 0701 X H Index
95.7315 Latitude
35:23:01.32 Longitude
-96:47:21.63 I257A
0 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15814 Vault Link
http://plansrv1/bridgemaintvault/b15814 GIS FO/SD
FO H Inv. Method
14.991 Latitude DD
35.3837 Longitude DD
-96.78934167 ODOT County Number
63 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
16382 x
-10774540.2289206 y
4216147.4713761 |
|||||||||||||||||||||||||||||||||||||
| 15813 | 6737 0197 X | 15813 | Seminole | CO. RD. | I-40 UNDER | 6737 0197 X | (32ft.-9ft.,2-72ft.-6ft.CONT | 1963 | 35.38416667 | -96.74166667 | 211.942 | 27.001 | — | 2 | 0 | 2 | 23.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 81.7 | Satisfactory (6) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | A | 75 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16381 BRKEY
15813 NBI No.
15813 On Under
1 Structure No.
6737 0197 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. Feature Intersected
I-40 UNDER Division
03 County
133 Location
2 MI E POTT CO Sufficiency
81.7 Kind Hwy
4 Level Service
1 Route No.
N3520 Service Type On
1 Service Type Off
1 Vertical Clearance
N Horizontal Clearance
36.499 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1963 ADT Total
75 ADT Year
2022 Design Load
H 15 Skew
0 No. Main Spans
2 Road Width
23.999 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
36.499 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
23.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
211.942 Deck Width
27.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
38.3 HS Inv. Rating Method
1 HS Inv. Method
22.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
120 Future ADT Year
2042 Bypass Detour
39.767756 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
Y Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15813 ODOT County
67 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
(32ft.-9ft.,2-72ft.-6ft.CONT Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6737 0197 X H Index
95.407 Latitude
35:23:03 Longitude
-96:44:30 I257A
0 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15813 Vault Link
http://plansrv1/bridgemaintvault/b15813 GIS FO/SD
Meets Standards H Inv. Method
17.7 Latitude DD
35.38416667 Longitude DD
-96.74166667 ODOT County Number
67 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
16381 x
-10769233.072197 y
4216211.1903642 |
|||||||||||||||||||||||||||||||||||||
| 16103 | 2642T3010 X | 16103 | Grady | CO. RD. FAS 2629 | BAILEY A TP (I-44) UNDER | 2642T3010 X | 37ft.,2-49ft.,39ft. I-BM SPANS | 1964 | 35.20361111 | -97.73583333 | 178.15 | 23.002 | — | 4 | 30 | 2 | 18.002 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 78.7 | Satisfactory (6) | Good (7) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | W | 100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16380 BRKEY
16103 NBI No.
16103 On Under
1 Structure No.
2642T3010 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. FAS 2629 Feature Intersected
BAILEY A TP (I-44) UNDER Division
07 County
051 Location
T.P.BR.NO 9.94 Sufficiency
78.7 Kind Hwy
4 Level Service
1 Route No.
02629 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
39.003 Bridge System
W Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1964 ADT Total
100 ADT Year
2022 Design Load
H 15 Skew
30 No. Main Spans
4 Road Width
18.002 Ref. Underclearance Rt.
H Underclearance Right
9.003 Underclearance Left
5 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
18.002 Span Type Main
M Material
3 - Steel Design
02 Length
178.15 Deck Width
23.002 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
6 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
4 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
5 HS Operating Rating Method
1 HS Operating Rating
41.006 HS Inv. Rating Method
1 HS Inv. Method
24.03 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
160 Future ADT Year
2042 Bypass Detour
8.077825 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
25 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1608 Max Measured Clearance
1709 Min Measured Clearance
1606 NBI Rating
16103 ODOT County
26 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
37ft.,2-49ft.,39ft. I-BM SPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2642T3010 X H Index
90.4404 Latitude
35:12:13 Longitude
-97:44:09 I257A
0 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. FAS 2629 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
09.94 NBI Text
16103 Vault Link
http://plansrv1/bridgemaintvault/b16103 GIS FO/SD
FO H Inv. Method
16.976 Latitude DD
35.20361111 Longitude DD
-97.73583333 ODOT County Number
26 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
16380 x
-10879903.1985519 y
4191585.62202376 |
|||||||||||||||||||||||||||||||||||||
| 16102 | 0853T0360 X | 16102 | Caddo | CO. RD. 0856C | BAILEY A TP (I-44) UNDER | 0853T0360 X | 41ft.,2-49ft.,37ft. I-BM S | 1964 | 34.88376111 | -98.106675 | 178.15 | 22.999 | — | 4 | 30 | 2 | 17.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 80.8 | Satisfactory (6) | Satisfactory (6) | Good (7) | Satisfactory (6) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | W | 100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16379 BRKEY
16102 NBI No.
16102 On Under
1 Structure No.
0853T0360 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. 0856C Feature Intersected
BAILEY A TP (I-44) UNDER Division
07 County
015 Location
T.P BR NO 40.99 Sufficiency
80.8 Kind Hwy
4 Level Service
1 Route No.
0856C Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
38.999 Bridge System
W Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1964 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
9.003 Underclearance Left
6.001 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
21.001 Span Type Main
M Material
3 - Steel Design
02 Length
178.15 Deck Width
22.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
7 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
4 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
5 HS Operating Rating Method
1 HS Operating Rating
49.5 HS Inv. Rating Method
1 HS Inv. Method
29.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
160 Future ADT Year
2042 Bypass Detour
8.077825 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
NA Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1606 Max Measured Clearance
1702 Min Measured Clearance
1606 NBI Rating
16102 ODOT County
08 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
41ft.,2-49ft.,37ft. I-BM S Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0853T0360 X H Index
86.7239 Latitude
34:53:01.54 Longitude
-98:06:24.03 I257A
0 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. 0856C Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
40.99 NBI Text
16102 Vault Link
http://plansrv1/bridgemaintvault/b16102 GIS FO/SD
FO H Inv. Method
22 Latitude DD
34.88376111 Longitude DD
-98.106675 ODOT County Number
8 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
16379 x
-10921185.1044212 y
4148095.94155256 |
|||||||||||||||||||||||||||||||||||||
| 16101 | 2642T3250 X | 16101 | Grady | CO. RD. 2686C | BAILEY A TP (I-44) UNDER | 2642T3250 X | 37ft.,2-49ft.,39ft. I-BM S | 1964 | 35.22388889 | -97.70611111 | 176.837 | 23.002 | — | 4 | 30 | 5 | 18.002 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 76.3 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | W | 100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16378 BRKEY
16101 NBI No.
16101 On Under
1 Structure No.
2642T3250 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. 2686C Feature Intersected
BAILEY A TP (I-44) UNDER Division
07 County
051 Location
T.P.BR.NO.7.73 Sufficiency
76.3 Kind Hwy
4 Level Service
1 Route No.
2686C Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
39.003 Bridge System
W Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1964 ADT Total
100 ADT Year
2022 Design Load
H 15 Skew
30 No. Main Spans
4 Road Width
18.002 Ref. Underclearance Rt.
H Underclearance Right
9.003 Underclearance Left
5 Deck Structure Type
1 No. Lanes
5 Fill RCB
Appr. Roadway Width
18.002 Span Type Main
M Material
3 - Steel Design
02 Length
176.837 Deck Width
23.002 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
6 Super Rating
6 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
2 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
5 HS Operating Rating Method
1 HS Operating Rating
49.4 HS Inv. Rating Method
1 HS Inv. Method
29.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
160 Future ADT Year
2042 Bypass Detour
8.077825 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1605 Max Measured Clearance
1702 Min Measured Clearance
1605 NBI Rating
16101 ODOT County
26 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
37ft.,2-49ft.,39ft. I-BM S Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2642T3250 X H Index
99.0191 Latitude
35:13:26 Longitude
-97:42:22 I257A
0 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. 2686C Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
07.73 NBI Text
16101 Vault Link
http://plansrv1/bridgemaintvault/b16101 GIS FO/SD
FO H Inv. Method
21.1 Latitude DD
35.22388889 Longitude DD
-97.70611111 ODOT County Number
26 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
16378 x
-10876594.5361562 y
4194348.52789331 |
|||||||||||||||||||||||||||||||||||||
| 16100 | 2642T3462 X | 16100 | Grady | CO. RD. N2990 | BAILEY A TP (I-44) UNDER | 2642T3462 X | 37ft.,2-49ft.,39ft. I-BM S | 1964 | 35.24138889 | -97.67083333 | 179.134 | 23.002 | — | 4 | 30 | 2 | 18.002 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 64.3 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | W | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16377 BRKEY
16100 NBI No.
16100 On Under
1 Structure No.
2642T3462 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. N2990 Feature Intersected
BAILEY A TP (I-44) UNDER Division
07 County
051 Location
T P BR NO 5.41 Sufficiency
64.3 Kind Hwy
4 Level Service
1 Route No.
N2990 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
39.003 Bridge System
W Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1964 ADT Total
5000 ADT Year
2022 Design Load
H 15 Skew
30 No. Main Spans
4 Road Width
18.002 Ref. Underclearance Rt.
H Underclearance Right
9.003 Underclearance Left
5 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
18.002 Span Type Main
M Material
3 - Steel Design
02 Length
179.134 Deck Width
23.002 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
6 Super Rating
6 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
2 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
5 HS Operating Rating Method
1 HS Operating Rating
49.4 HS Inv. Rating Method
1 HS Inv. Method
29.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2042 Bypass Detour
8.077825 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
NA Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1607 Max Measured Clearance
1702 Min Measured Clearance
1607 NBI Rating
16100 ODOT County
26 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
37ft.,2-49ft.,39ft. I-BM S Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2642T3462 X H Index
99.0995 Latitude
35:14:29 Longitude
-97:40:15 I257A
0 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. N2990 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
05.41 NBI Text
16100 Vault Link
http://plansrv1/bridgemaintvault/b16100 GIS FO/SD
FO H Inv. Method
21 Latitude DD
35.24138889 Longitude DD
-97.67083333 ODOT County Number
26 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
16377 x
-10872667.4316503 y
4196733.50829988 |
|||||||||||||||||||||||||||||||||||||
| 16099 | 2642T2850 X | 16099 | Grady | CO. RD. N2940 | BAILEY A TP (I-44) UNDER | 2642T2850 X | 39ft.,2-49ft.,36ft. I-BM S | 1964 | 35.18906944 | -97.75867222 | 176.837 | 23.002 | — | 4 | 30 | 2 | 18.002 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 63.3 | Satisfactory (6) | Good (7) | Good (7) | Satisfactory (6) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | W | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16376 BRKEY
16099 NBI No.
16099 On Under
1 Structure No.
2642T2850 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. N2940 Feature Intersected
BAILEY A TP (I-44) UNDER Division
07 County
051 Location
T.P.BR NO 11.56 Sufficiency
63.3 Kind Hwy
4 Level Service
1 Route No.
N2940 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
39.003 Bridge System
W Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1964 ADT Total
5000 ADT Year
2022 Design Load
H 15 Skew
30 No. Main Spans
4 Road Width
18.002 Ref. Underclearance Rt.
H Underclearance Right
9.003 Underclearance Left
6.001 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
18.002 Span Type Main
M Material
3 - Steel Design
02 Length
176.837 Deck Width
23.002 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
7 Super Rating
7 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
2 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
5 HS Operating Rating Method
1 HS Operating Rating
48.1 HS Inv. Rating Method
1 HS Inv. Method
28.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2042 Bypass Detour
8.077825 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1607 Max Measured Clearance
1708 Min Measured Clearance
1603 NBI Rating
16099 ODOT County
26 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.,36ft. I-BM S Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2642T2850 X H Index
90.5002 Latitude
35:11:20.65 Longitude
-97:45:31.22 I257A
0 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. N2940 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
11.56 NBI Text
16099 Vault Link
http://plansrv1/bridgemaintvault/b16099 GIS FO/SD
FO H Inv. Method
20.1 Latitude DD
35.18906944 Longitude DD
-97.75867222 ODOT County Number
26 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
16376 x
-10882445.6121569 y
4189604.70238623 |
|||||||||||||||||||||||||||||||||||||
| 16098 | 2642T2300 X | 16098 | Grady | CO. RD. N2900 | BAILEY A TP (I-44) UNDER | 2642T2300 X | 38ft.,2-49ft.,39ft. I-BM S | 1964 | 35.13591111 | -97.82919444 | 178.15 | 23.002 | — | 4 | 30 | 2 | 18.002 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 64.3 | Satisfactory (6) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | W | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16375 BRKEY
16098 NBI No.
16098 On Under
1 Structure No.
2642T2300 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. N2900 Feature Intersected
BAILEY A TP (I-44) UNDER Division
07 County
051 Location
T.P.BR.NO.17.02 Sufficiency
64.3 Kind Hwy
4 Level Service
1 Route No.
N2900 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
39.003 Bridge System
W Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1964 ADT Total
5000 ADT Year
2022 Design Load
H 15 Skew
30 No. Main Spans
4 Road Width
18.002 Ref. Underclearance Rt.
H Underclearance Right
9.003 Underclearance Left
6.001 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
18.002 Span Type Main
M Material
3 - Steel Design
02 Length
178.15 Deck Width
23.002 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
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
2 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
5 HS Operating Rating Method
1 HS Operating Rating
49.4 HS Inv. Rating Method
1 HS Inv. Method
29.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2042 Bypass Detour
8.077825 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
NA Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1607 Max Measured Clearance
1701 Min Measured Clearance
1608 NBI Rating
16098 ODOT County
26 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
38ft.,2-49ft.,39ft. I-BM S Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2642T2300 X H Index
91.3816 Latitude
35:08:09.28 Longitude
-97:49:45.1 I257A
0 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. N2900 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
17.02 NBI Text
16098 Vault Link
http://plansrv1/bridgemaintvault/b16098 GIS FO/SD
FO H Inv. Method
20.8 Latitude DD
35.13591111 Longitude DD
-97.82919444 ODOT County Number
26 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
16375 x
-10890296.1097769 y
4182366.29417033 |
|||||||||||||||||||||||||||||||||||||
| 16003 | 1649 0431EX | 16003 | Comanche | I-44 NB | CO. RD. EW169 UNDER | 1649 0431EX | 30ft.-40ft.-30ft. CONC. SLAB SPANS SK.81 DEG.32ft.31ft. WITH 2-18ft. SAFETY CURBS | 1964 | 34.56517222 | -98.39539722 | 102.034 | 42.999 | — | 3 | 8 | 2 | 37.999 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 89.7 | Good (7) | Fair (5) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 3500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16374 BRKEY
16003 NBI No.
16003 On Under
1 Structure No.
1649 0431EX Control No.
049 Lane Ind.
E Milepoint
04310 Facility Carried
I-44 NB Feature Intersected
CO. RD. EW169 UNDER Division
07 County
031 Location
0.9 MI.N. JCT.US281B Sufficiency
89.7 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1964 ADT Total
3500 ADT Year
2022 Design Load
HS 20 Skew
8 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
H Underclearance Right
7.999 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
53.999 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
102.034 Deck Width
42.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
55 HS Inv. Rating Method
1 HS Inv. Method
33 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5600 Future ADT Year
2042 Bypass Detour
0.124274 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
1703 Min Measured Clearance
1506 NBI Rating
16003 ODOT County
16 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
30ft.-40ft.-30ft. CONC. SLAB SPANS SK.81 DEG.32ft.31ft. WITH 2-18ft. SAFETY CURBS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1649 0431EX H Index
92.6327 Latitude
34:33:54.62 Longitude
-98:23:43.43 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-44 NB Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
110 NBI Text
16003 Vault Link
http://plansrv1/bridgemaintvault/b16003 GIS FO/SD
Meets Standards H Inv. Method
21 Latitude DD
34.56517222 Longitude DD
-98.39539722 ODOT County Number
16 Maint. Dist.
7 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16374 x
-10953325.5149323 y
4104945.67382993 |
|||||||||||||||||||||||||||||||||||||
| 16002 | 1651T0400 X | 16002 | Comanche | BAILEY A TP (I-44) | FORT SILL RANGE RD UNDER | 1651T0400 X | 33ft.,40ft.,33ft. I-BM SPA | 1964 | 34.75956389 | -98.34301111 | 107.94 | 87.999 | — | 3 | 0 | 4 | 82.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 91.6 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | W | 16200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16373 BRKEY
16002 NBI No.
16002 On Under
1 Structure No.
1651T0400 X Control No.
051 Lane Ind.
Milepoint
04000 Facility Carried
BAILEY A TP (I-44) Feature Intersected
FORT SILL RANGE RD UNDER Division
07 County
031 Location
T P BR NO 57.12 Sufficiency
91.6 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
1 Vertical Clearance
N Horizontal Clearance
40.499 Bridge System
W Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1964 ADT Total
16200 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
82.999 Ref. Underclearance Rt.
H Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
81.001 Span Type Main
M Material
3 - Steel Design
02 Length
107.94 Deck Width
87.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
9 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
88.9 HS Inv. Rating Method
1 HS Inv. Method
53.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
25920 Future ADT Year
2042 Bypass Detour
1.864114 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
9999 Max Measured Clearance
1410 Min Measured Clearance
1410 NBI Rating
16002 ODOT County
16 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
33ft.,40ft.,33ft. I-BM SPA Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1651T0400 X H Index
99.3438 Latitude
34:45:34.43 Longitude
-98:20:34.84 I257A
1 I257B
1 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
BAILEY A TP (I-44) Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
57.12 NBI Text
16002 Vault Link
http://plansrv1/bridgemaintvault/b16002 GIS FO/SD
FO H Inv. Method
36.6 Latitude DD
34.75956389 Longitude DD
-98.34301111 ODOT County Number
16 Maint. Dist.
7 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16373 x
-10947493.9198424 y
4131254.65204839 |
|||||||||||||||||||||||||||||||||||||
| 16001 | 4607 0200NX | 16001 | McIntosh | I-40 WB | TIGER MOUNTAIN RD UNDER | 4607 0200NX | 32ft. - 43ft. - 32ft. CONTINUOUS CONCRETE SLAB SK 20° | 1964 | 35.43519444 | -95.84047778 | 108.901 | 42.999 | — | 3 | 20 | 2 | 37.999 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 5900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16372 BRKEY
16001 NBI No.
16001 On Under
1 Structure No.
4607 0200NX Control No.
007 Lane Ind.
N Milepoint
02000 Facility Carried
I-40 WB Feature Intersected
TIGER MOUNTAIN RD UNDER Division
01 County
091 Location
2.0 E OKMULGEE C/L Sufficiency
97 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1964 ADT Total
5900 ADT Year
2022 Design Load
HS 20 Skew
20 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
H Underclearance Right
8.501 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
108.901 Deck Width
42.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
6 Super Rating
6 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
64 HS Inv. Rating Method
1 HS Inv. Method
38 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
9440 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
1505 Min Measured Clearance
1501 NBI Rating
16001 ODOT County
46 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
2.5 Rt. Curb SW
2.5 Description
32ft. - 43ft. - 32ft. CONTINUOUS CONCRETE SLAB SK 20° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4607 0200NX H Index
89.981 Latitude
35:26:06.7 Longitude
-95:50:25.72 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
I-40 Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
07-0200N NBI Text
16001 Vault Link
http://plansrv1/bridgemaintvault/b16001 GIS FO/SD
Meets Standards H Inv. Method
26 Latitude DD
35.43519444 Longitude DD
-95.84047778 ODOT County Number
46 Maint. Dist.
1 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16372 x
-10668913.1838536 y
4223180.73305138 |
|||||||||||||||||||||||||||||||||||||
| 16000 | 4607 0200SX | 16000 | McIntosh | I-40 EB | TIGER MOUNTAIN RD UNDER | 4607 0200SX | 32ft. - 43ft. - 32ft. CONTINUOUS CONCRETE SLAB SK 20° | 1964 | 35.435 | -95.840475 | 108.901 | 42.999 | — | 3 | 20 | 2 | 37.999 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 5700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16371 BRKEY
16000 NBI No.
16000 On Under
1 Structure No.
4607 0200SX Control No.
007 Lane Ind.
S Milepoint
02000 Facility Carried
I-40 EB Feature Intersected
TIGER MOUNTAIN RD UNDER Division
01 County
091 Location
2.0 E OKMULGEE C/L Sufficiency
97 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1964 ADT Total
5700 ADT Year
2022 Design Load
HS 20 Skew
20 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
H Underclearance Right
8.501 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
108.901 Deck Width
42.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
6 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
64 HS Inv. Rating Method
1 HS Inv. Method
38 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
9120 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
1408 Min Measured Clearance
1405 NBI Rating
16000 ODOT County
46 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
2.5 Rt. Curb SW
2.5 Description
32ft. - 43ft. - 32ft. CONTINUOUS CONCRETE SLAB SK 20° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4607 0200SX H Index
90.6457 Latitude
35:26:06 Longitude
-95:50:25.71 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
I-40 Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
07-0200S NBI Text
16000 Vault Link
http://plansrv1/bridgemaintvault/b16000 GIS FO/SD
Meets Standards H Inv. Method
26 Latitude DD
35.435 Longitude DD
-95.840475 ODOT County Number
46 Maint. Dist.
1 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16371 x
-10668912.8743855 y
4223154.16741018 |
|||||||||||||||||||||||||||||||||||||
| 15999 | 1434 0085WX | 15999 | Cleveland | I-44 | SW 149TH ST. UNDER | 1434 0085WX | 30ft.-40ft.-30ft. CONC. SLAB SPANS SK.83 DEG.30ft. WITH 2-18ft. SAFETY CURBS | 1964 | 35.31930833 | -97.59699444 | 101.05 | 42.979 | — | 3 | 7 | 2 | 38.058 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 92.9 | Satisfactory (6) | Good (7) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 21200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16370 BRKEY
15999 NBI No.
15999 On Under
1 Structure No.
1434 0085WX Control No.
034 Lane Ind.
W Milepoint
00850 Facility Carried
I-44 Feature Intersected
SW 149TH ST. UNDER Division
03 County
027 Location
0.9 MI N MCCLAIN C/L Sufficiency
92.9 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.73 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1964 ADT Total
21200 ADT Year
2022 Design Load
HS 20 Skew
7 No. Main Spans
3 Road Width
38.058 Ref. Underclearance Rt.
H Underclearance Right
4.921 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
101.05 Deck Width
42.979 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
7 Super Rating
6 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
52 HS Inv. Rating Method
1 HS Inv. Method
31 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
33920 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
1610 Min Measured Clearance
1610 NBI Rating
15999 ODOT County
14 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
2 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.64 Rt. Curb SW
1.64 Description
30ft.-40ft.-30ft. CONC. SLAB SPANS SK.83 DEG.30ft. WITH 2-18ft. SAFETY CURBS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1434 0085WX H Index
95.7189 Latitude
35:19:09.51 Longitude
-97:35:49.18 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
I-44 Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15999 Vault Link
http://plansrv1/bridgemaintvault/b15999 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
35.31930833 Longitude DD
-97.59699444 ODOT County Number
14 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16370 x
-10864447.7240147 y
4207358.98178249 |
|||||||||||||||||||||||||||||||||||||
| 15908 | 5920 0838 X | 15908 | Pawnee | S.H. 99 | TURKEY CREEK | 5920 0838 X | 2-10ft.X 10ft.X 159ft. R.C.BOX SK. 60 DEG. | 1964 | 36.28374722 | -96.567075 | 25.919 | 0 | — | 2 | 30 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 91.7 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16369 BRKEY
15908 NBI No.
15908 On Under
1 Structure No.
5920 0838 X Control No.
020 Lane Ind.
Milepoint
08380 Facility Carried
S.H. 99 Feature Intersected
TURKEY CREEK Division
08 County
117 Location
8.4 MI N CREEK C/L Sufficiency
91.7 Kind Hwy
3 Level Service
1 Route No.
00099 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
27.999 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
1964 ADT Total
1600 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
23 Appr. Roadway Width
27.999 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.
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
100 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2560 Future ADT Year
2042 Bypass Detour
42.874612 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
15908 ODOT County
59 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 159ft. R.C.BOX SK. 60 DEG. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5920 0838 X H Index
97.6695 Latitude
36:17:01.49 Longitude
-96:34:01.47 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 99 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15908 Vault Link
http://plansrv1/bridgemaintvault/b15908 GIS FO/SD
Meets Standards H Inv. Method
99.6 Latitude DD
36.28374722 Longitude DD
-96.567075 ODOT County Number
59 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
16369 x
-10749797.6163959 y
4339735.12130329 |
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| 15907 | 4914 0814 X | 15907 | Mayes | S.H. 28 | CREEK | 4914 0814 X | 2-10ft. X 8ft. X 48ft. R.C. BOX WITH 4ft. CURTAIN WALLS | 1964 | 36.43779167 | -95.28892222 | 22.999 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 84.7 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 3800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16368 BRKEY
15907 NBI No.
15907 On Under
1 Structure No.
4914 0814 X Control No.
014 Lane Ind.
Milepoint
08140 Facility Carried
S.H. 28 Feature Intersected
CREEK Division
08 County
097 Location
8.3 MI E ROGERS CO Sufficiency
84.7 Kind Hwy
3 Level Service
1 Route No.
00028 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
32.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1964 ADT Total
3800 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
3 Appr. Roadway Width
32.001 Span Type Main
M Material
1 - Concrete Design
19 Length
22.999 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
48.2 HS Inv. Rating Method
1 HS Inv. Method
28.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6080 Future ADT Year
2042 Bypass Detour
23.999941 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
15907 ODOT County
49 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 48ft. R.C. BOX WITH 4ft. CURTAIN WALLS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4914 0814 X H Index
67 Latitude
36:26:16.05 Longitude
-95:17:20.12 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 28 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15907 Vault Link
http://plansrv1/bridgemaintvault/b15907 GIS FO/SD
Meets Standards H Inv. Method
16.1 Latitude DD
36.43779167 Longitude DD
-95.28892222 ODOT County Number
49 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
16368 x
-10607514.2997702 y
4361029.25034369 |
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| 15906 | 5603 0746 X | 15906 | Okmulgee | I-40 | VAUGHAN CREEK | 5603 0746 X | (2) 10ft. X 9ft. X 436ft. LONG RCB | 1964 | 35.42985833 | -95.95628056 | 21 | 0 | — | 2 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 73.8 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 12400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
16367 BRKEY
15906 NBI No.
15906 On Under
1 Structure No.
5603 0746 X Control No.
003 Lane Ind.
Milepoint
07460 Facility Carried
I-40 Feature Intersected
VAUGHAN CREEK Division
01 County
111 Location
7.46 E OKFUSKEE C/L Sufficiency
73.8 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
99.9 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1964 ADT Total
12400 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
12 Appr. Roadway Width
112.999 Span Type Main
M Material
1 - Concrete Design
19 Length
21 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
100 HS Inv. Rating Method
1 HS Inv. Method
100 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
19840 Future ADT Year
2042 Bypass Detour
8.077825 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15906 ODOT County
56 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(2) 10ft. X 9ft. X 436ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5603 0746 X H Index
67 Latitude
35:25:47.49 Longitude
-95:57:22.61 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-40 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
03-0746 NBI Text
15906 Vault Link
http://plansrv1/bridgemaintvault/b15906 GIS FO/SD
Meets Standards H Inv. Method
99.9 Latitude DD
35.42985833 Longitude DD
-95.95628056 ODOT County Number
56 Maint. Dist.
1 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
16367 x
-10681804.2903557 y
4222451.70271829 |