ODOT On System Bridges NBI
Oklahoma Department of Transportation (ArcGIS / NBI)
National Bridge Inventory data published by the Oklahoma Department of Transportation, exported from their public ArcGIS service. Cross-referenced against existing bridges by structure number / NBI number.
| Match | |||||||||||||||||||||||||||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 22941 | 5586T0899SX | 22941 | Oklahoma | KILPATRICK TP | S.H. 74 UNDER | 5586T0899SX | 160ft. STEEL BM & 4-80 | 1991 | 35.60928611 | -97.58426667 | 478.018 | 58.701 | — | 1 | 0 | 3 | 56.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95.8 | Very good (8) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | U | 26950 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22662 BRKEY
22941 NBI No.
22941 On Under
1 Structure No.
5586T0899SX Control No.
086 Lane Ind.
S Milepoint
08990 Facility Carried
KILPATRICK TP Feature Intersected
S.H. 74 UNDER Division
04 County
109 Location
TURNPIKE & SH 74 Sufficiency
95.8 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
N Horizontal Clearance
56.001 Bridge System
U Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
1991 ADT Total
26950 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
1 Road Width
56.001 Ref. Underclearance Rt.
H Underclearance Right
8.002 Underclearance Left
8.002 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
38.002 Span Type Main
M Material
3 - Steel Design
02 Length
478.018 Deck Width
58.701 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
N Culv. Rating
N Structure Rating
8 Deck Geometry
6 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
90.4 HS Inv. Rating Method
1 HS Inv. Method
54 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
43120 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1605 Max Measured Clearance
1806 Min Measured Clearance
1607 NBI Rating
22941 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
160ft. STEEL BM & 4-80 Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5586T0899SX H Index
87.9335 Latitude
35:36:33.43 Longitude
-97:35:03.36 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
2 Roadway Name
KILPATRICK TP Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
126.19EB NBI Text
22941 Vault Link
http://plansrv1/bridgemaintvault/b22941 GIS FO/SD
FO H Inv. Method
32.4 Latitude DD
35.60928611 Longitude DD
-97.58426667 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
22662 x
-10863030.8751394 y
4246992.07115531 |
|||||||||||||||||||||||||||||||||||||
| 22940 | 0304 0145WX | 22940 | Atoka | U.S. 69 | MUDDY BOGGY CREEK | 0304 0145WX | 75ft. - (2) 105ft. - 75ft. PC BEAM | 1991 | 34.39391667 | -96.12525833 | 362.001 | 48.999 | — | 4 | 0 | 3 | 46.001 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 91.9 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 9100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22661 BRKEY
22940 NBI No.
22940 On Under
1 Structure No.
0304 0145WX Control No.
004 Lane Ind.
W Milepoint
01450 Facility Carried
U.S. 69 Feature Intersected
MUDDY BOGGY CREEK Division
02 County
005 Location
1.45 N JCT SH-7 Sufficiency
91.9 Kind Hwy
2 Level Service
1 Route No.
00069 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
46.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1991 ADT Total
9100 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
4 Road Width
46.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
53.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
362.001 Deck Width
48.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
80.4 HS Inv. Rating Method
1 HS Inv. Method
42.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
14560 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
22940 ODOT County
03 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
75ft. - (2) 105ft. - 75ft. PC BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0304 0145WX H Index
90.8471 Latitude
34:23:38.1 Longitude
-96:07:30.93 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 69 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
16 NBI Text
22940 Vault Link
http://plansrv1/bridgemaintvault/b22940 GIS FO/SD
Meets Standards H Inv. Method
28.4 Latitude DD
34.39391667 Longitude DD
-96.12525833 ODOT County Number
3 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
22661 x
-10700614.8096675 y
4081818.85264119 |
|||||||||||||||||||||||||||||||||||||
| 22939 | 0304 0145EX | 22939 | Atoka | U.S. 69 | MUDDY BOGGY CREEK | 0304 0145EX | 75ft. - (2) 105ft. - 75ft. PC BEAM | 1991 | 34.39381111 | -96.12489167 | 362.001 | 41.001 | — | 4 | 0 | 2 | 37.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 92.9 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 9100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22660 BRKEY
22939 NBI No.
22939 On Under
1 Structure No.
0304 0145EX Control No.
004 Lane Ind.
E Milepoint
01450 Facility Carried
U.S. 69 Feature Intersected
MUDDY BOGGY CREEK Division
02 County
005 Location
1.45 N JCT SH-7 Sufficiency
92.9 Kind Hwy
2 Level Service
1 Route No.
00069 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
46.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1991 ADT Total
9100 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
4 Road Width
37.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
53.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
362.001 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
7 Super Rating
8 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
69.2 HS Inv. Rating Method
3 HS Inv. Method
39 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
14560 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
22939 ODOT County
03 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
75ft. - (2) 105ft. - 75ft. PC BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0304 0145EX H Index
91.4186 Latitude
34:23:37.72 Longitude
-96:07:29.61 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 69 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
15 NBI Text
22939 Vault Link
http://plansrv1/bridgemaintvault/b22939 GIS FO/SD
Meets Standards H Inv. Method
29.6 Latitude DD
34.39381111 Longitude DD
-96.12489167 ODOT County Number
3 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
22660 x
-10700573.993263 y
4081804.6121471 |
|||||||||||||||||||||||||||||||||||||
| 23198 | 6242 0297 X | 23198 | Pontotoc | S.H. 3 | CREEK | 6242 0297 X | 2-10ft.X5ft.X92ft. RC BOX | 1989 | 34.71576944 | -96.62314444 | 22.966 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 96.8 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 4300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22659 BRKEY
23198 NBI No.
23198 On Under
1 Structure No.
6242 0297 X Control No.
042 Lane Ind.
Milepoint
02970 Facility Carried
S.H. 3 Feature Intersected
CREEK Division
03 County
123 Location
2.9 MI S-E SH 3 JCT Sufficiency
96.8 Kind Hwy
3 Level Service
1 Route No.
00003 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
43.963 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1989 ADT Total
4300 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
7 Appr. Roadway Width
43.999 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6880 Future ADT Year
2042 Bypass Detour
9.941939 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
23198 ODOT County
62 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X5ft.X92ft. RC BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6242 0297 X H Index
95.71 Latitude
34:42:56.77 Longitude
-96:37:23.32 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 3 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
23198 Vault Link
http://plansrv1/bridgemaintvault/b23198 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
34.71576944 Longitude DD
-96.62314444 ODOT County Number
62 Maint. Dist.
3 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
22659 x
-10756039.2379057 y
4125322.11813846 |
|||||||||||||||||||||||||||||||||||||
| 23126 | 2642T1890 X | 23126 | Grady | BAILEY A TP (I-44) | S.H. 92 UNDER | 2642T1890 X | 69ft.,96ft.,69ft. CONT. I-BM SPANS | 1964 | 35.08775278 | -97.88239167 | 235.892 | 73.999 | — | 3 | 60 | 4 | 68.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 90.1 | 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 | 19300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22653 BRKEY
23126 NBI No.
23126 On Under
1 Structure No.
2642T1890 X Control No.
042 Lane Ind.
Milepoint
18900 Facility Carried
BAILEY A TP (I-44) Feature Intersected
S.H. 92 UNDER Division
07 County
051 Location
0.5 MI E US81 Sufficiency
90.1 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
43.999 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
60 No. Main Spans
3 Road Width
68.999 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
4 - Steel Continuous Design
02 Length
235.892 Deck Width
73.999 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
7 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
30880 Future ADT Year
2042 Bypass Detour
1.864114 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
_ Advanced Warning Sign
N Existing Posting
1601 Max Measured Clearance
1603 Min Measured Clearance
1603 NBI Rating
23126 ODOT County
26 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
69ft.,96ft.,69ft. CONT. I-BM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2642T1890 X H Index
98.7784 Latitude
35:05:15.91 Longitude
-97:52:56.61 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
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
21.53 NBI Text
23126 Vault Link
http://plansrv1/bridgemaintvault/b23126 GIS FO/SD
Meets Standards H Inv. Method
20.062 Latitude DD
35.08775278 Longitude DD
-97.88239167 ODOT County Number
26 Maint. Dist.
7 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
22653 x
-10896217.9983322 y
4175812.80003136 |
|||||||||||||||||||||||||||||||||||||
| 23125 | 7298T0700 X | 23125 | Tulsa | CREEK TP | CREEK | 7298T0700 X | 2-12ft.X12ft.X269ft. R.C.B, SK60LF | 1991 | 36.00920833 | -96.00048611 | 28.871 | 235 | — | 2 | 60 | 6 | 232.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 77 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | R | 53400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22652 BRKEY
23125 NBI No.
23125 On Under
1 Structure No.
7298T0700 X Control No.
098 Lane Ind.
Milepoint
07000 Facility Carried
CREEK TP Feature Intersected
CREEK Division
08 County
143 Location
05.47 Sufficiency
77 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.999 Bridge System
R Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
1991 ADT Total
53400 ADT Year
2022 Design Load
HS 20 Skew
60 No. Main Spans
2 Road Width
232.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
6 Fill RCB
4 Appr. Roadway Width
116.001 Span Type Main
M Material
1 - Concrete Design
19 Length
28.871 Deck Width
235 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
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
85440 Future ADT Year
2042 Bypass Detour
123.652866 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
23125 ODOT County
72 Nav. Control
N 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
2-12ft.X12ft.X269ft. R.C.B, SK60LF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7298T0700 X H Index
100 Latitude
36:00:33.15 Longitude
-96:00:01.75 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
CREEK TP Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
05.47 NBI Text
23125 Vault Link
http://plansrv1/bridgemaintvault/b23125 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
36.00920833 Longitude DD
-96.00048611 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
22652 x
-10686725.2296719 y
4301888.49803757 |
|||||||||||||||||||||||||||||||||||||
| 23124 | 7298T0717 X | 23124 | Tulsa | CREEK TP | CREEK | 7298T0717 X | 4-10ft. X 5ft. X 298ft. RCB | 1991 | 36.02494722 | -95.89071944 | 42.979 | 300 | — | 4 | 0 | 6 | 297.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 77 | 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 | 12 - Principal Arterial Other Fwy/Expy (Urban) | R | 53400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22651 BRKEY
23124 NBI No.
23124 On Under
1 Structure No.
7298T0717 X Control No.
098 Lane Ind.
Milepoint
07170 Facility Carried
CREEK TP Feature Intersected
CREEK Division
08 County
143 Location
11.99 Sufficiency
77 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.999 Bridge System
R Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
1991 ADT Total
53400 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
4 Road Width
297.999 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
116.001 Span Type Main
M Material
1 - Concrete Design
19 Length
42.979 Deck Width
300 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
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
95.2 HS Inv. Rating Method
0 HS Inv. Method
57 H Operating Rating
0 H Inv. Rating Method
0 Future ADT
85440 Future ADT Year
2042 Bypass Detour
123.652866 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
23124 ODOT County
72 Nav. Control
N 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
4-10ft. X 5ft. X 298ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7298T0717 X H Index
100 Latitude
36:01:29.81 Longitude
-95:53:26.59 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
CREEK TP Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
11.99 NBI Text
23124 Vault Link
http://plansrv1/bridgemaintvault/b23124 GIS FO/SD
Meets Standards H Inv. Method
32.5 Latitude DD
36.02494722 Longitude DD
-95.89071944 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
22651 x
-10674506.0598615 y
4304054.61422482 |
|||||||||||||||||||||||||||||||||||||
| 23123 | 7298T0681 X | 23123 | Tulsa | CREEK TP | CREEK | 7298T0681 X | 3-8ft.X 5ft.X 200ft. RCB | 1991 | 36.02489167 | -95.897125 | 26.001 | 202.999 | — | 3 | 0 | 4 | 200 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 77 | 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 | 12 - Principal Arterial Other Fwy/Expy (Urban) | R | 53400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22650 BRKEY
23123 NBI No.
23123 On Under
1 Structure No.
7298T0681 X Control No.
098 Lane Ind.
Milepoint
06810 Facility Carried
CREEK TP Feature Intersected
CREEK Division
08 County
143 Location
11.63 Sufficiency
77 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.999 Bridge System
R Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
1991 ADT Total
53400 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
200 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
116.001 Span Type Main
M Material
1 - Concrete Design
19 Length
26.001 Deck Width
202.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
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
85440 Future ADT Year
2042 Bypass Detour
123.652866 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
23123 ODOT County
72 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
3-8ft.X 5ft.X 200ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7298T0681 X H Index
100 Latitude
36:01:29.61 Longitude
-95:53:49.65 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
CREEK TP Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
11.63 NBI Text
23123 Vault Link
http://plansrv1/bridgemaintvault/b23123 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
36.02489167 Longitude DD
-95.897125 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
22650 x
-10675219.1235389 y
4304046.96821367 |
|||||||||||||||||||||||||||||||||||||
| 23122 | 7298T0624EX | 23122 | Tulsa | CREEK TP | FRY CREEK | 7298T0624EX | 100ft. PC BEAM SPAN | 1991 | 36.02582222 | -95.90742222 | 100.066 | 58.501 | — | 1 | 0 | 2 | 55.499 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99.8 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | R | 26700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22649 BRKEY
23122 NBI No.
23122 On Under
1 Structure No.
7298T0624EX Control No.
098 Lane Ind.
E Milepoint
06240 Facility Carried
CREEK TP Feature Intersected
FRY CREEK Division
08 County
143 Location
11.00S Sufficiency
99.8 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
55.499 Bridge System
R Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
1991 ADT Total
26700 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
1 Road Width
55.499 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
37.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
100.066 Deck Width
58.501 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
8 Culv. Rating
N 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
132 HS Inv. Rating Method
1 HS Inv. Method
73.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
42720 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
23122 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
100ft. PC BEAM SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7298T0624EX H Index
100 Latitude
36:01:32.96 Longitude
-95:54:26.72 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
CREEK TP Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
11.00 S NBI Text
23122 Vault Link
http://plansrv1/bridgemaintvault/b23122 GIS FO/SD
Meets Standards H Inv. Method
68.7 Latitude DD
36.02582222 Longitude DD
-95.90742222 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
22649 x
-10676365.4048259 y
4304175.05165515 |
|||||||||||||||||||||||||||||||||||||
| 23121 | 7298T0423EX | 23121 | Tulsa | CREEK TP | VENSEL CREEK | 7298T0423EX | 126ft. PC BEAM SPANS | 1991 | 36.02355278 | -95.94243611 | 125.984 | 58.501 | — | 1 | 10 | 3 | 55.499 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99.8 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | R | 25850 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22648 BRKEY
23121 NBI No.
23121 On Under
1 Structure No.
7298T0423EX Control No.
098 Lane Ind.
E Milepoint
04230 Facility Carried
CREEK TP Feature Intersected
VENSEL CREEK Division
08 County
143 Location
09.05N Sufficiency
99.8 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
55.499 Bridge System
R Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
1991 ADT Total
25850 ADT Year
2022 Design Load
HS 20 Skew
10 No. Main Spans
1 Road Width
55.499 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
3 Fill RCB
0 Appr. Roadway Width
37.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
125.984 Deck Width
58.501 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
144.4 HS Inv. Rating Method
1 HS Inv. Method
67.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
41360 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
23121 ODOT County
72 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
0 Rt. Curb SW
0 Description
126ft. PC BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7298T0423EX H Index
100 Latitude
36:01:24.79 Longitude
-95:56:32.77 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
CREEK TP Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
09.05N NBI Text
23121 Vault Link
http://plansrv1/bridgemaintvault/b23121 GIS FO/SD
Meets Standards H Inv. Method
61.8 Latitude DD
36.02355278 Longitude DD
-95.94243611 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
22648 x
-10680263.1332314 y
4303862.68239434 |
|||||||||||||||||||||||||||||||||||||
| 23029 | 3806 1614 X | 23029 | Kiowa | U.S. 183 | CREEK | 3806 1614 X | 100ft. P/S CONC. BEAM SPAN | 1992 | 34.84111667 | -99.02075833 | 100.066 | 42.001 | — | 1 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 96.4 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 1500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22645 BRKEY
23029 NBI No.
23029 On Under
1 Structure No.
3806 1614 X Control No.
006 Lane Ind.
Milepoint
16140 Facility Carried
U.S. 183 Feature Intersected
CREEK Division
05 County
075 Location
1.0 MI S JCT S.H. 19 Sufficiency
96.4 Kind Hwy
2 Level Service
1 Route No.
00183 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1992 ADT Total
1500 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
1 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
100.066 Deck Width
42.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
102 HS Inv. Rating Method
1 HS Inv. Method
50 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2400 Future ADT Year
2042 Bypass Detour
31.068559 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
23029 ODOT County
38 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
0 Lft. Curb SW
0 Rt. Curb SW
0 Description
100ft. P/S CONC. BEAM SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3806 1614 X H Index
97.9798 Latitude
34:50:28.02 Longitude
-99:01:14.73 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 183 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
23029 Vault Link
http://plansrv1/bridgemaintvault/b23029 GIS FO/SD
Meets Standards H Inv. Method
34 Latitude DD
34.84111667 Longitude DD
-99.02075833 ODOT County Number
38 Maint. Dist.
5 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
22645 x
-11022940.3952594 y
4142310.44169246 |
|||||||||||||||||||||||||||||||||||||
| 23028 | 3806 1566 X | 23028 | Kiowa | U.S. 183 | CREEK | 3806 1566 X | 100ft. P/S CONC. BEAM SPAN | 1992 | 34.83473611 | -99.01776111 | 100.066 | 42.001 | — | 1 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.1 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 1200 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
22644 BRKEY
23028 NBI No.
23028 On Under
1 Structure No.
3806 1566 X Control No.
006 Lane Ind.
Milepoint
15660 Facility Carried
U.S. 183 Feature Intersected
CREEK Division
05 County
075 Location
14.2 MI N U.S. 62 BUS. Sufficiency
97.1 Kind Hwy
2 Level Service
1 Route No.
00183 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1992 ADT Total
1200 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
1 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
100.066 Deck Width
42.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
102 HS Inv. Rating Method
1 HS Inv. Method
50 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1920 Future ADT Year
2042 Bypass Detour
31.068559 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
23028 ODOT County
38 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
100ft. P/S CONC. BEAM SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3806 1566 X H Index
97.959 Latitude
34:50:05.05 Longitude
-99:01:03.94 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 183 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
NBI Text
23028 Vault Link
http://plansrv1/bridgemaintvault/b23028 GIS FO/SD
Meets Standards H Inv. Method
34 Latitude DD
34.83473611 Longitude DD
-99.01776111 ODOT County Number
38 Maint. Dist.
5 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
22644 x
-11022606.7462552 y
4141445.05966292 |
|||||||||||||||||||||||||||||||||||||
| 23027 | 2412 1322WX | 23027 | Garfield | U.S. 81 S.B. | VANCE ROAD UNDER | 2412 1322WX | 102ft. PRESTRESSED CONC BM SPANS SK 45 DEG. | 1992 | 36.35647222 | -97.89005556 | 103.497 | 41.001 | — | 1 | 45 | 2 | 37.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 96 | Satisfactory (6) | Good (7) | Very good (8) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | C | 5150 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22643 BRKEY
23027 NBI No.
23027 On Under
1 Structure No.
2412 1322WX Control No.
012 Lane Ind.
W Milepoint
13220 Facility Carried
U.S. 81 S.B. Feature Intersected
VANCE ROAD UNDER Division
04 County
047 Location
2.4 S JCT US60 ENID Sufficiency
96 Kind Hwy
2 Level Service
1 Route No.
00081 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
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
1992 ADT Total
5150 ADT Year
2022 Design Load
HS 20 Skew
45 No. Main Spans
1 Road Width
37.999 Ref. Underclearance Rt.
H Underclearance Right
7.201 Underclearance Left
8.701 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
103.497 Deck Width
41.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 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
92 HS Inv. Rating Method
1 HS Inv. Method
43 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8240 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
Y Existing Posting
N Max Measured Clearance
1809 Min Measured Clearance
1710 NBI Rating
23027 ODOT County
24 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
102ft. PRESTRESSED CONC BM SPANS SK 45 DEG. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2412 1322WX H Index
94.495 Latitude
36:21:23.3 Longitude
-97:53:24.2 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 81 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
23027 Vault Link
http://plansrv1/bridgemaintvault/b23027 GIS FO/SD
Meets Standards H Inv. Method
29 Latitude DD
36.35647222 Longitude DD
-97.89005556 ODOT County Number
24 Maint. Dist.
4 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
22643 x
-10897071.1386645 y
4349782.91284874 |
|||||||||||||||||||||||||||||||||||||
| 23026 | 1010 0998 X | 23026 | Carter | S.H. 7 | OIL BRANCH CREEK | 1010 0998 X | 100ft. PC BEAM SPAN | 1992 | 34.49231667 | -97.40784167 | 100.066 | 42.001 | — | 1 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94 | Good (7) | Satisfactory (6) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 1900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22642 BRKEY
23026 NBI No.
23026 On Under
1 Structure No.
1010 0998 X Control No.
010 Lane Ind.
Milepoint
09980 Facility Carried
S.H. 7 Feature Intersected
OIL BRANCH CREEK Division
07 County
019 Location
10.0 MI E STEPHENS C/L Sufficiency
94 Kind Hwy
3 Level Service
1 Route No.
00007 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1992 ADT Total
1900 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
1 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
100.066 Deck Width
42.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
8 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
97 HS Inv. Rating Method
1 HS Inv. Method
51 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3040 Future ADT Year
2042 Bypass Detour
41.010498 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
23026 ODOT County
10 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
100ft. PC BEAM SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1010 0998 X H Index
90.7148 Latitude
34:29:32.34 Longitude
-97:24:28.23 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 7 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
025 NBI Text
23026 Vault Link
http://plansrv1/bridgemaintvault/b23026 GIS FO/SD
Meets Standards H Inv. Method
35 Latitude DD
34.49231667 Longitude DD
-97.40784167 ODOT County Number
10 Maint. Dist.
7 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
22642 x
-10843391.3339762 y
4095101.25644539 |
|||||||||||||||||||||||||||||||||||||
| 22936 | 6246T0277 X | 22936 | Pontotoc | DELBERG RD. | CHICKASAW TP UNDER | 6246T0277 X | 66ft. - (2- 114ft.) - 52ft. P.C. BEAM SPANS, SK48LF | 1991 | 34.62228889 | -96.86214167 | 347.999 | 32.7 | — | 4 | 42 | 2 | 30 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99 | Very good (8) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | Q | 160 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22639 BRKEY
22936 NBI No.
22936 On Under
1 Structure No.
6246T0277 X Control No.
Lane Ind.
Milepoint
Facility Carried
DELBERG RD. Feature Intersected
CHICKASAW TP UNDER Division
03 County
123 Location
2.7 MI E OF C/L Sufficiency
99 Kind Hwy
5 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
N Horizontal Clearance
30 Bridge System
Q Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1991 ADT Total
160 ADT Year
2022 Design Load
HS 20 Skew
42 No. Main Spans
4 Road Width
30 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
10 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
30 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
347.999 Deck Width
32.7 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
N Culv. Rating
N Structure Rating
8 Deck Geometry
6 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
99.98 HS Inv. Rating Method
1 HS Inv. Method
62.06 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
256 Future ADT Year
2042 Bypass Detour
1.999945 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1707 Max Measured Clearance
1806 Min Measured Clearance
1709 NBI Rating
22936 ODOT County
62 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
66ft. - (2- 114ft.) - 52ft. P.C. BEAM SPANS, SK48LF Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6246T0277 X H Index
100 Latitude
34:37:20.24 Longitude
-96:51:43.71 I257A
0 I257B
0 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
DELBERG RD. Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
12.34 NBI Text
22936 Vault Link
http://plansrv1/bridgemaintvault/b22936 GIS FO/SD
Meets Standards H Inv. Method
56.328 Latitude DD
34.62228889 Longitude DD
-96.86214167 ODOT County Number
62 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
22639 x
-10782644.2878503 y
4112669.44779914 |
|||||||||||||||||||||||||||||||||||||
| 22935 | 2144T1734 XR | 22935 | Delaware | CHEROKEE TP WB RMP | U.S. 59 / U.S. 412A UND | 2144T1734 XR | 60ft.-95ft.-106ft.-75ft. CONT PLATE GIRDER SPANS | 1991 | 36.19088889 | -94.71208889 | 338.911 | 27.7 | — | 4 | 37 | 1 | 25 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 86.4 | Satisfactory (6) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 02 - Principal Arterial Other (Rural) | S | 1000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22638 BRKEY
22935 NBI No.
22935 On Under
1 Structure No.
2144T1734 XR Control No.
044 Lane Ind.
Milepoint
17340 Facility Carried
CHEROKEE TP WB RMP Feature Intersected
U.S. 59 / U.S. 412A UND Division
08 County
041 Location
17.35 MI E OF C/L Sufficiency
86.4 Kind Hwy
8 Level Service
7 Route No.
00412 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
24.934 Bridge System
S Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1991 ADT Total
1000 ADT Year
2022 Design Load
HS 20 Skew
37 No. Main Spans
4 Road Width
25 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
3.999 Deck Structure Type
1 No. Lanes
1 Fill RCB
0 Appr. Roadway Width
25 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
338.911 Deck Width
27.7 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
6 Deck Geometry
7 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
42.1 HS Inv. Rating Method
1 HS Inv. Method
25.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1600 Future ADT Year
2042 Bypass Detour
44.738726 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
35 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1611 Max Measured Clearance
1805 Min Measured Clearance
1702 NBI Rating
22935 ODOT County
21 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
60ft.-95ft.-106ft.-75ft. CONT PLATE GIRDER SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
R Alt. Structure Name
2144T1734 XR H Index
89.3484 Latitude
36:11:27.2 Longitude
-94:42:43.52 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
1 Roadway Name
CHEROKEE TP WB RMP Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
7 - Ramp, Wye, Connector, etc. Historical Significance
5 Local Bridge ID
33.04 NBI Text
22935 Vault Link
http://plansrv1/bridgemaintvault/b22935 GIS FO/SD
Meets Standards H Inv. Method
14 Latitude DD
36.19088889 Longitude DD
-94.71208889 ODOT County Number
21 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
22638 x
-10543301.5072021 y
4326919.27852855 |
|||||||||||||||||||||||||||||||||||||
| 22934 | 4950T1110 X | 22934 | Mayes | CHEROKEE TP | LITTLE SPRING CREEK | 4950T1158 X | 3-100ft. PCBEAM SPANS, SK58LF | 1991 | 36.21182778 | -95.085675 | 299.869 | 42.799 | — | 3 | 32 | 2 | 40 | 6 - Prestressed Concrete Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 02 - Principal Arterial Other (Rural) | S | 6100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22637 BRKEY
22934 NBI No.
22934 On Under
1 Structure No.
4950T1110 X Control No.
050 Lane Ind.
Milepoint
11100 Facility Carried
CHEROKEE TP Feature Intersected
LITTLE SPRING CREEK Division
08 County
097 Location
11.5 MI.NE OF TP GATE Sufficiency
95 Kind Hwy
8 Level Service
1 Route No.
00412 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
S Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1991 ADT Total
6100 ADT Year
2022 Design Load
HS 20 Skew
32 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
45.906 Span Type Main
M Material
6 - Prestressed Concrete Continuous Design
02 Length
299.869 Deck Width
42.799 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
68 HS Inv. Rating Method
1 HS Inv. Method
40.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
9760 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
80 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
22934 ODOT County
49 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-100ft. PCBEAM SPANS, SK58LF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4950T1158 X H Index
99.7804 Latitude
36:12:42.58 Longitude
-95:05:08.43 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
CHEROKEE TP Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
11.58S NBI Text
22934 Vault Link
http://plansrv1/bridgemaintvault/b22934 GIS FO/SD
Meets Standards H Inv. Method
37.4 Latitude DD
36.21182778 Longitude DD
-95.085675 ODOT County Number
49 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
22637 x
-10584888.9227347 y
4329807.83080277 |
|||||||||||||||||||||||||||||||||||||
| 23120 | 7298T0185EX | 23120 | Tulsa | CREEK TP | POLECAT CREEK | 7298T0185EX | 5 - 100ft. SPAN P.C. BEAM SPANS, SK67RF | 1991 | 36.01459444 | -95.98250833 | 501.969 | 58.501 | — | 5 | 23 | 3 | 55.499 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99.9 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | R | 16850 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22630 BRKEY
23120 NBI No.
23120 On Under
1 Structure No.
7298T0185EX Control No.
098 Lane Ind.
E Milepoint
01850 Facility Carried
CREEK TP Feature Intersected
POLECAT CREEK Division
08 County
143 Location
06.67S Sufficiency
99.9 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
58.501 Bridge System
R Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
1991 ADT Total
16850 ADT Year
2022 Design Load
HS 20 Skew
23 No. Main Spans
5 Road Width
55.499 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
3 Fill RCB
0 Appr. Roadway Width
45 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
501.969 Deck Width
58.501 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
74.2 HS Inv. Rating Method
1 HS Inv. Method
40.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
26960 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
23120 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
5 - 100ft. SPAN P.C. BEAM SPANS, SK67RF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7298T0185EX H Index
91.7553 Latitude
36:00:52.54 Longitude
-95:58:57.03 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
CREEK TP Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
06.67 S NBI Text
23120 Vault Link
http://plansrv1/bridgemaintvault/b23120 GIS FO/SD
Meets Standards H Inv. Method
44.4 Latitude DD
36.01459444 Longitude DD
-95.98250833 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
22630 x
-10684723.9523567 y
4302629.73034786 |
|||||||||||||||||||||||||||||||||||||
| 23119 | 0323T0150 X | 23119 | Atoka | IND. NATION TP | CREEK | 0323T0150 X | 3-12ft.X 14ft. X 197ft. RC BOX | 1968 | 34.52321389 | -95.74721667 | 38.058 | 201.001 | — | 3 | 0 | 4 | 197.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 96.6 | 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 | 02 - Principal Arterial Other (Rural) | Z | 3900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22629 BRKEY
23119 NBI No.
23119 On Under
1 Structure No.
0323T0150 X Control No.
023 Lane Ind.
Milepoint
01500 Facility Carried
IND. NATION TP Feature Intersected
CREEK Division
02 County
005 Location
66.57 MI'S S. JCT I-40 Sufficiency
96.6 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
72.001 Bridge System
Z Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1968 ADT Total
3900 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
197.001 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
4 Fill RCB
20 Appr. Roadway Width
72.001 Span Type Main
M Material
1 - Concrete Design
19 Length
38.058 Deck Width
201.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
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
6240 Future ADT Year
2042 Bypass Detour
1.242742 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
23119 ODOT County
03 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-12ft.X 14ft. X 197ft. RC BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0323T0150 X H Index
100 Latitude
34:31:23.57 Longitude
-95:44:49.98 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
IND. NATION TP Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
66.47 NBI Text
23119 Vault Link
http://plansrv1/bridgemaintvault/b23119 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
34.52321389 Longitude DD
-95.74721667 ODOT County Number
3 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
22629 x
-10658531.4045776 y
4099275.11156967 |
|||||||||||||||||||||||||||||||||||||
| 23118 | 3120 0500 X | 23118 | Haskell | S.H. 71 | EUFAULA LAKE SPILLWAY | 3120 0500 X | STEEL | 1964 | 35.30518056 | -95.35948889 | 527.887 | 36.001 | — | 11 | 0 | 2 | 27.999 | 3 - Steel | Girder and Floorbeam System (03) | M | Concrete cast-in-place (1) | Posted for load (P) | 29.6 | Critical (2) | Satisfactory (6) | Fair (5) | Good (7) | Not applicable (N) | 70 - Corps of Engineers (Civil) | 70 - Corps of Engineers (Civil) | 1 - On Highway | 07 - Major Collector (Rural) | M | 1600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22628 BRKEY
23118 NBI No.
23118 On Under
1 Structure No.
3120 0500 X Control No.
020 Lane Ind.
Milepoint
05000 Facility Carried
S.H. 71 Feature Intersected
EUFAULA LAKE SPILLWAY Division
01 County
061 Location
5.0 MI N OF JCT SH9 Sufficiency
29.6 Kind Hwy
3 Level Service
1 Route No.
00071 Service Type On
5 Service Type Off
9 Vertical Clearance
_ Horizontal Clearance
27.999 Bridge System
M Owner
70 - Corps of Engineers (Civil) Custodian
70 - Corps of Engineers (Civil) Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1964 ADT Total
1600 ADT Year
2022 Design Load
HS 25 Skew
0 No. Main Spans
11 Road Width
27.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
27.887 Span Type Main
M Material
3 - Steel Design
03 Length
527.887 Deck Width
36.001 Bridge Open Closed
P TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
9 Deck Rating
6 Super Rating
5 Sub Rating
7 Chan. Rating
9 Culv. Rating
N Structure Rating
2 Deck Geometry
5 Underclearance
N Bridge Posting
0 Waterway Adequacy
9 Approach Alignment
5 HS Operating Rating Method
2 HS Operating Rating
10.05 HS Inv. Rating Method
2 HS Inv. Method
10 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
2560 Future ADT Year
2042 Bypass Detour
24.854848 School Bus Rte.
0 Posted Weight
101010 Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
23118 ODOT County
31 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
2.999 Rt. Curb SW
2.999 Description
STEEL Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3120 0500 X H Index
100 Latitude
35:18:18.65 Longitude
-95:21:34.16 I257A
1 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
S.H. 71 Scour
8 Design Structure
3 - Girder and Floorbeam System FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
23118 Vault Link
http://plansrv1/bridgemaintvault/b23118 GIS FO/SD
Meets Standards H Inv. Method
10 Latitude DD
35.30518056 Longitude DD
-95.35948889 ODOT County Number
31 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
22628 x
-10615369.7455416 y
4205431.69129913 |
|||||||||||||||||||||||||||||||||||||
| 23117 | 7321 0500 X | 23117 | Wagoner | S.H. 251A | FT. GIBSON DAM SPILLWAY | 7321 0500 X | CONC | 1953 | 35.86928056 | -95.23464722 | 1490.157 | 29.856 | — | 30 | 0 | 2 | 22.001 | 1 - Concrete | Girder and Floorbeam System (03) | M | Concrete cast-in-place (1) | Posted for load (P) | 39.4 | Critical (2) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 70 - Corps of Engineers (Civil) | 70 - Corps of Engineers (Civil) | 1 - On Highway | 07 - Major Collector (Rural) | M | 2000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22627 BRKEY
23117 NBI No.
23117 On Under
1 Structure No.
7321 0500 X Control No.
021 Lane Ind.
Milepoint
05000 Facility Carried
S.H. 251A Feature Intersected
FT. GIBSON DAM SPILLWAY Division
01 County
145 Location
5.0 MI NE OF OKAY Sufficiency
39.4 Kind Hwy
3 Level Service
1 Route No.
0251A Service Type On
5 Service Type Off
9 Vertical Clearance
_ Horizontal Clearance
22.001 Bridge System
M Owner
70 - Corps of Engineers (Civil) Custodian
70 - Corps of Engineers (Civil) Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1953 ADT Total
2000 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
30 Road Width
22.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
21.982 Span Type Main
M Material
1 - Concrete Design
03 Length
1490.157 Deck Width
29.856 Bridge Open Closed
P TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
9 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
9 Culv. Rating
N Structure Rating
2 Deck Geometry
3 Underclearance
N Bridge Posting
3 Waterway Adequacy
9 Approach Alignment
6 HS Operating Rating Method
2 HS Operating Rating
19.99 HS Inv. Rating Method
2 HS Inv. Method
12.015 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
3200 Future ADT Year
2042 Bypass Detour
11.806053 School Bus Rte.
0 Posted Weight
202020 Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
23117 ODOT County
73 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
0 Lft. Curb SW
3.609 Rt. Curb SW
4.593 Description
CONC Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7321 0500 X H Index
100 Latitude
35:52:09.41 Longitude
-95:14:04.73 I257A
1 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
S.H. 251A Scour
8 Design Structure
3 - Girder and Floorbeam System FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
23117 Vault Link
http://plansrv1/bridgemaintvault/b23117 GIS FO/SD
FO H Inv. Method
12.015 Latitude DD
35.86928056 Longitude DD
-95.23464722 ODOT County Number
73 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
22627 x
-10601472.4344074 y
4282649.45408024 |
|||||||||||||||||||||||||||||||||||||
| 23115 | 6824 0700 X | 23115 | Sequoyah | S.H. 100 | TENKILLER/ILLINOIS RIVER | 6824 0700 X | TENKILLER DAM | 1953 | 35.59578056 | -95.04873611 | 600.066 | 32.152 | — | 10 | 0 | 2 | 23.999 | 3 - Steel | Girder and Floorbeam System (03) | M | Concrete cast-in-place (1) | Posted for load (P) | 22.4 | Poor (4) | Satisfactory (6) | Poor (4) | Good (7) | Not applicable (N) | 70 - Corps of Engineers (Civil) | 70 - Corps of Engineers (Civil) | 1 - On Highway | 07 - Major Collector (Rural) | M | 930 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22625 BRKEY
23115 NBI No.
23115 On Under
1 Structure No.
6824 0700 X Control No.
024 Lane Ind.
Milepoint
07000 Facility Carried
S.H. 100 Feature Intersected
TENKILLER/ILLINOIS RIVER Division
01 County
135 Location
7.0 MI NE JCT SH 10 Sufficiency
22.4 Kind Hwy
3 Level Service
1 Route No.
00100 Service Type On
5 Service Type Off
9 Vertical Clearance
_ Horizontal Clearance
23.999 Bridge System
M Owner
70 - Corps of Engineers (Civil) Custodian
70 - Corps of Engineers (Civil) Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1953 ADT Total
930 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
10 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
23.95 Span Type Main
M Material
3 - Steel Design
03 Length
600.066 Deck Width
32.152 Bridge Open Closed
P TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
9 Deck Rating
6 Super Rating
4 Sub Rating
7 Chan. Rating
9 Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
N Bridge Posting
1 Waterway Adequacy
9 Approach Alignment
6 HS Operating Rating Method
2 HS Operating Rating
16.02 HS Inv. Rating Method
2 HS Inv. Method
16.01 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
1488 Future ADT Year
2042 Bypass Detour
24.854848 School Bus Rte.
0 Posted Weight
161616 Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
23115 ODOT County
68 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
3.999 Rt. Curb SW
3.999 Description
TENKILLER DAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6824 0700 X H Index
100 Latitude
35:35:44.81 Longitude
-95:02:55.45 I257A
0 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
S.H. 100 Scour
8 Design Structure
3 - Girder and Floorbeam System FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
23115 Vault Link
http://plansrv1/bridgemaintvault/b23115 GIS FO/SD
SD H Inv. Method
16 Latitude DD
35.59578056 Longitude DD
-95.04873611 ODOT County Number
68 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
22625 x
-10580776.9043094 y
4245143.00321462 |
|||||||||||||||||||||||||||||||||||||
| 22933 | 2102 0912NX | 22933 | Delaware | U.S. 59 | FLINT CREEK | 2102 0912NX | 3-100ft. PRESTRESSED C | 1991 | 36.18625833 | -94.70658333 | 301.837 | 41.001 | — | 3 | 0 | 2 | 37.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 5900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22618 BRKEY
22933 NBI No.
22933 On Under
1 Structure No.
2102 0912NX Control No.
002 Lane Ind.
N Milepoint
09120 Facility Carried
U.S. 59 Feature Intersected
FLINT CREEK Division
08 County
041 Location
9.1 MI NW ADAIR CO Sufficiency
98 Kind Hwy
2 Level Service
1 Route No.
00059 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1991 ADT Total
5900 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
5 - Prestressed Concrete Design
02 Length
301.837 Deck Width
41.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
101 HS Inv. Rating Method
1 HS Inv. Method
45 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
Narrow or 1 Lane
_ Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
22933 ODOT County
21 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-100ft. PRESTRESSED C Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2102 0912NX H Index
97.1737 Latitude
36:11:10.53 Longitude
-94:42:23.7 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 59 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
22933 Vault Link
http://plansrv1/bridgemaintvault/b22933 GIS FO/SD
Meets Standards H Inv. Method
31 Latitude DD
36.18625833 Longitude DD
-94.70658333 ODOT County Number
21 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
22618 x
-10542688.6310663 y
4326280.58991256 |
|||||||||||||||||||||||||||||||||||||
| 22932 | 2102 0912SX | 22932 | Delaware | U.S. 59 | FLINT CREEK | 2102 0912SX | 3-100ft. PRESTRESSED C | 1991 | 36.18604444 | -94.70683889 | 301.837 | 41.001 | — | 3 | 0 | 2 | 37.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 92.9 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 6100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22617 BRKEY
22932 NBI No.
22932 On Under
1 Structure No.
2102 0912SX Control No.
002 Lane Ind.
S Milepoint
09120 Facility Carried
U.S. 59 Feature Intersected
FLINT CREEK Division
08 County
041 Location
9.1 MI NW ADAIR CO Sufficiency
92.9 Kind Hwy
2 Level Service
1 Route No.
00059 Service Type On
1 Service Type Off
5 Vertical Clearance
_ 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
1991 ADT Total
6100 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
67.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
301.837 Deck Width
41.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
101 HS Inv. Rating Method
1 HS Inv. Method
45 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
9760 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
22932 ODOT County
21 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-100ft. PRESTRESSED C Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2102 0912SX H Index
97.1808 Latitude
36:11:09.76 Longitude
-94:42:24.62 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 59 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
22932 Vault Link
http://plansrv1/bridgemaintvault/b22932 GIS FO/SD
Meets Standards H Inv. Method
31 Latitude DD
36.18604444 Longitude DD
-94.70683889 ODOT County Number
21 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
22617 x
-10542717.0798754 y
4326251.08918626 |
|||||||||||||||||||||||||||||||||||||
| 22931 | 5586T0425NX | 22931 | Oklahoma | KILPATRICK TP | U.S. 77 UNDER | 5586T0397NX | 49ft.-101ft.-101ft.-49ft. PCB SPAN BRIDGE | 1991 | 35.59952222 | -97.50345278 | 300 | 83.002 | — | 4 | 37 | 4 | 80 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99.9 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | U | 13700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22616 BRKEY
22931 NBI No.
22931 On Under
1 Structure No.
5586T0425NX Control No.
086 Lane Ind.
N Milepoint
04250 Facility Carried
KILPATRICK TP Feature Intersected
U.S. 77 UNDER Division
04 County
109 Location
130.87WB Sufficiency
99.9 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
80 Bridge System
U Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
1991 ADT Total
13700 ADT Year
2022 Design Load
HS 20 Skew
37 No. Main Spans
4 Road Width
80 Ref. Underclearance Rt.
H Underclearance Right
14.501 Underclearance Left
10 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
38.002 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
300 Deck Width
83.002 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
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
21920 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
0000 Max Measured Clearance
1805 Min Measured Clearance
1608 NBI Rating
22931 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
49ft.-101ft.-101ft.-49ft. PCB SPAN BRIDGE Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5586T0397NX H Index
95.7031 Latitude
35:35:58.28 Longitude
-97:30:12.43 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
2 Roadway Name
KILPATRICK TP Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
130.87WB NBI Text
22931 Vault Link
http://plansrv1/bridgemaintvault/b22931 GIS FO/SD
Meets Standards H Inv. Method
20.062 Latitude DD
35.59952222 Longitude DD
-97.50345278 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
22616 x
-10854034.7140556 y
4245655.24903123 |
|||||||||||||||||||||||||||||||||||||
| 22930 | 5586T0425SX | 22930 | Oklahoma | KILPATRICK TP | U.S. 77 UNDER | 5586T0397SX | 49ft.-101ft.-101ft.-49ft. PC | 1991 | 35.59911111 | -97.50375 | 300 | 67.7 | — | 4 | 37 | 4 | 65 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99.9 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | U | 13300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22615 BRKEY
22930 NBI No.
22930 On Under
1 Structure No.
5586T0425SX Control No.
086 Lane Ind.
S Milepoint
04250 Facility Carried
KILPATRICK TP Feature Intersected
U.S. 77 UNDER Division
04 County
109 Location
130.87EB Sufficiency
99.9 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
65 Bridge System
U Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
1991 ADT Total
13300 ADT Year
2022 Design Load
HS 20 Skew
37 No. Main Spans
4 Road Width
65 Ref. Underclearance Rt.
H Underclearance Right
14.501 Underclearance Left
10 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
52.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
300 Deck Width
67.7 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
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
21280 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1603 Max Measured Clearance
2007 Min Measured Clearance
1910 NBI Rating
22930 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
49ft.-101ft.-101ft.-49ft. PC Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5586T0397SX H Index
95.684 Latitude
35:35:56.8 Longitude
-97:30:13.5 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
2 Roadway Name
KILPATRICK TP Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
130.87EB NBI Text
22930 Vault Link
http://plansrv1/bridgemaintvault/b22930 GIS FO/SD
Meets Standards H Inv. Method
20.062 Latitude DD
35.59911111 Longitude DD
-97.50375 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
22615 x
-10854067.8004346 y
4245598.96552086 |
|||||||||||||||||||||||||||||||||||||
| 22929 | 4950T1069 X | 22929 | Mayes | CO. RD. N4440 | CHEROKEE TP UNDER | 4950T1069 X | 44ft.-80ft.-80ft.-44ft. PCBEAM SPANS, SK71RF | 1991 | 36.210714 | -95.100736 | 248.031 | 32.001 | — | 2 | 19 | 2 | 30 | 6 - Prestressed Concrete Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98.5 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | S | 500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22614 BRKEY
22929 NBI No.
22929 On Under
1 Structure No.
4950T1069 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. N4440 Feature Intersected
CHEROKEE TP UNDER Division
08 County
097 Location
10.6 MI.NE OF TP GATE Sufficiency
98.5 Kind Hwy
4 Level Service
1 Route No.
N4440 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
30 Bridge System
S Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1991 ADT Total
500 ADT Year
2022 Design Load
HS 20 Skew
19 No. Main Spans
2 Road Width
30 Ref. Underclearance Rt.
H Underclearance Right
12.001 Underclearance Left
3.999 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
30 Span Type Main
M Material
6 - Prestressed Concrete Continuous Design
02 Length
248.031 Deck Width
32.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
55.336 HS Inv. Rating Method
1 HS Inv. Method
33.069 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
800 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
1705 Max Measured Clearance
1804 Min Measured Clearance
1705 NBI Rating
22929 ODOT County
49 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
44ft.-80ft.-80ft.-44ft. PCBEAM SPANS, SK71RF Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4950T1069 X H Index
99.1286 Latitude
36:12:38.57 Longitude
-95:06:02.65 I257A
0 I257B
0 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. N4440 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
10.69 NBI Text
22929 Vault Link
http://plansrv1/bridgemaintvault/b22929 GIS FO/SD
Meets Standards H Inv. Method
25.904 Latitude DD
36.210714 Longitude DD
-95.100736 ODOT County Number
49 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
22614 x
-10586565.5055855 y
4329654.16366931 |
|||||||||||||||||||||||||||||||||||||
| 23202 | 1506 0071 X | 23202 | Coal | S.H. 3 | ROCK CREEK | 1506 0071 X | 3-10ft.X10ft.X167ft. RCB | 1989 | 34.64213333 | -96.49967222 | 32.152 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 89.2 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 3300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22611 BRKEY
23202 NBI No.
23202 On Under
1 Structure No.
1506 0071 X Control No.
006 Lane Ind.
Milepoint
00710 Facility Carried
S.H. 3 Feature Intersected
ROCK CREEK Division
03 County
029 Location
0.7 MI E PONTOTOC CL Sufficiency
89.2 Kind Hwy
3 Level Service
1 Route No.
00003 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
43.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1989 ADT Total
3300 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
17 Appr. Roadway Width
43.999 Span Type Main
M Material
1 - Concrete Design
19 Length
32.152 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5280 Future ADT Year
2042 Bypass Detour
42.874612 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
23202 ODOT County
15 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X10ft.X167ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1506 0071 X H Index
94.0947 Latitude
34:38:31.68 Longitude
-96:29:58.82 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 3 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
23202 Vault Link
http://plansrv1/bridgemaintvault/b23202 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
34.64213333 Longitude DD
-96.49967222 ODOT County Number
15 Maint. Dist.
3 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
22611 x
-10742294.3732482 y
4115354.21606585 |
|||||||||||||||||||||||||||||||||||||
| 23201 | 6242 1147 X | 23201 | Pontotoc | S.H. 3 | BUCK CREEK | 6242 1147 X | 3-50ft. PC BM | 1989 | 34.642267 | -96.515639 | 149.934 | 46.916 | — | 3 | 0 | 2 | 43.963 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 90.4 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 2900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22610 BRKEY
23201 NBI No.
23201 On Under
1 Structure No.
6242 1147 X Control No.
042 Lane Ind.
Milepoint
11470 Facility Carried
S.H. 3 Feature Intersected
BUCK CREEK Division
03 County
123 Location
11.4 MI SE JCT SH 1 Sufficiency
90.4 Kind Hwy
3 Level Service
1 Route No.
00003 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
43.963 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1989 ADT Total
2900 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
43.963 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
43.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
149.934 Deck Width
46.916 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
6 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
56.7 HS Inv. Rating Method
1 HS Inv. Method
33.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4640 Future ADT Year
2042 Bypass Detour
39.767756 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
23201 ODOT County
62 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-50ft. PC BM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6242 1147 X H Index
92.3784 Latitude
34:38:32.16 Longitude
-96:30:56.3 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 3 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
23201 Vault Link
http://plansrv1/bridgemaintvault/b23201 GIS FO/SD
Meets Standards H Inv. Method
26.6 Latitude DD
34.642267 Longitude DD
-96.515639 ODOT County Number
62 Maint. Dist.
3 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
22610 x
-10744071.7870674 y
4115372.30255229 |
|||||||||||||||||||||||||||||||||||||
| 23200 | 6242 1066 X | 23200 | Pontotoc | CO. RD. N3640 | S.H. 3 UNDER | 6242 1066 X | 2-116ft. CONT. PLATE GIRDER SPANS | 1989 | 34.641822 | -96.529658 | 233.924 | 35.105 | — | 2 | 0 | 2 | 32.152 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 82.9 | Satisfactory (6) | Good (7) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22609 BRKEY
23200 NBI No.
23200 On Under
1 Structure No.
6242 1066 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. N3640 Feature Intersected
S.H. 3 UNDER Division
03 County
123 Location
12.8 MI SE JCT SH 1 Sufficiency
82.9 Kind Hwy
4 Level Service
1 Route No.
N3640 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
31.001 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
1989 ADT Total
5000 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
32.152 Ref. Underclearance Rt.
H Underclearance Right
13.123 Underclearance Left
99.9 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
233.924 Deck Width
35.105 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
7 Super Rating
7 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
4 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
76 HS Inv. Rating Method
1 HS Inv. Method
45.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2042 Bypass Detour
39.767756 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
23200 ODOT County
62 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-116ft. CONT. PLATE GIRDER SPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6242 1066 X H Index
89.474 Latitude
34:38:30.56 Longitude
-96:31:46.77 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
CO. RD. N3640 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
23200 Vault Link
http://plansrv1/bridgemaintvault/b23200 GIS FO/SD
Meets Standards H Inv. Method
25.3 Latitude DD
34.641822 Longitude DD
-96.529658 ODOT County Number
62 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
22609 x
-10745632.3750088 y
4115312.09105113 |
|||||||||||||||||||||||||||||||||||||
| 23199 | 6242 0437 X | 23199 | Pontotoc | S.H. 3 | RHODA CREEK | 6242 0437 X | 3-12ft.X12ft.X111ft. RC BO | 1989 | 34.70238611 | -96.60463056 | 38.058 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 95.9 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 4300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22608 BRKEY
23199 NBI No.
23199 On Under
1 Structure No.
6242 0437 X Control No.
042 Lane Ind.
Milepoint
04370 Facility Carried
S.H. 3 Feature Intersected
RHODA CREEK Division
03 County
123 Location
6.5 MI SE JCT SH 1 Sufficiency
95.9 Kind Hwy
3 Level Service
1 Route No.
00003 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
43.963 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1989 ADT Total
4300 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
9 Appr. Roadway Width
43.999 Span Type Main
M Material
1 - Concrete Design
19 Length
38.058 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
4 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6880 Future ADT Year
2042 Bypass Detour
6.213712 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
23199 ODOT County
62 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-12ft.X12ft.X111ft. RC BO Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6242 0437 X H Index
98.68 Latitude
34:42:08.59 Longitude
-96:36:16.67 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 3 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
23199 Vault Link
http://plansrv1/bridgemaintvault/b23199 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
34.70238611 Longitude DD
-96.60463056 ODOT County Number
62 Maint. Dist.
3 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
22608 x
-10753978.2822115 y
4123509.79706825 |
|||||||||||||||||||||||||||||||||||||
| 23014 | 6210 0908 X | 23014 | Pontotoc | S.H. 1 | SINCERE CREEK | 6210 0908 X | 80ft. PC BM SPAN | 1992 | 34.80521111 | -96.52160833 | 80.052 | 45.932 | — | 1 | 0 | 2 | 43.963 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 86.7 | Very good (8) | Satisfactory (6) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 4400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22596 BRKEY
23014 NBI No.
23014 On Under
1 Structure No.
6210 0908 X Control No.
010 Lane Ind.
Milepoint
09080 Facility Carried
S.H. 1 Feature Intersected
SINCERE CREEK Division
03 County
123 Location
9.8 MI NE JCT SH 3 Sufficiency
86.7 Kind Hwy
3 Level Service
1 Route No.
00001 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
43.963 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1992 ADT Total
4400 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
1 Road Width
43.963 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
43.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
80.052 Deck Width
45.932 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
81.8 HS Inv. Rating Method
1 HS Inv. Method
41.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
7040 Future ADT Year
2042 Bypass Detour
39.767756 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
23014 ODOT County
62 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
80ft. PC BM SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6210 0908 X H Index
96.6776 Latitude
34:48:18.76 Longitude
-96:31:17.79 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 1 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
23014 Vault Link
http://plansrv1/bridgemaintvault/b23014 GIS FO/SD
Meets Standards H Inv. Method
31 Latitude DD
34.80521111 Longitude DD
-96.52160833 ODOT County Number
62 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
22596 x
-10744736.2898434 y
4137441.51838205 |
|||||||||||||||||||||||||||||||||||||
| 22928 | 4950T0897 X | 22928 | Mayes | CO. RD. N4430 | CHEROKEE TP UNDER | 4950T0897 X | 54ft.-98ft.-98ft.-5 PC BEAM SPANS, SK51RF | 1991 | 36.200258 | -95.118608 | 303.999 | 32.001 | — | 4 | 39 | 2 | 30 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 64.7 | Fair (5) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | S | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22595 BRKEY
22928 NBI No.
22928 On Under
1 Structure No.
4950T0897 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. N4430 Feature Intersected
CHEROKEE TP UNDER Division
08 County
097 Location
9.45 MI.NE OF TP GATE Sufficiency
64.7 Kind Hwy
4 Level Service
1 Route No.
00412 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
30 Bridge System
S Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1991 ADT Total
5000 ADT Year
2022 Design Load
HS 20 Skew
39 No. Main Spans
4 Road Width
30 Ref. Underclearance Rt.
H Underclearance Right
12.001 Underclearance Left
3.999 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
30 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
303.999 Deck Width
32.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
38.801 HS Inv. Rating Method
1 HS Inv. Method
23.149 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
1701 Min Measured Clearance
1607 NBI Rating
22928 ODOT County
49 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
54ft.-98ft.-98ft.-5 PC BEAM SPANS, SK51RF Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4950T0897 X H Index
92.0593 Latitude
36:12:00.93 Longitude
-95:07:06.99 I257A
0 I257B
0 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. N4430 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
09.45 NBI Text
22928 Vault Link
http://plansrv1/bridgemaintvault/b22928 GIS FO/SD
Meets Standards H Inv. Method
22.487 Latitude DD
36.200258 Longitude DD
-95.118608 ODOT County Number
49 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
22595 x
-10588555.007525 y
4328211.66623816 |
|||||||||||||||||||||||||||||||||||||
| 22927 | 7298T0266EX | 22927 | Tulsa | CREEK TP | M.P. R.R. & STREET UNDER | 7298T0266EX | 3-97ft. SPAN PC BEAM SPANS | 1991 | 36.01656111 | -95.96818056 | 291.01 | 61.299 | — | 3 | 0 | 2 | 58.199 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95.8 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | R | 21900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22594 BRKEY
22927 NBI No.
22927 On Under
1 Structure No.
7298T0266EX Control No.
098 Lane Ind.
E Milepoint
02660 Facility Carried
CREEK TP Feature Intersected
M.P. R.R. & STREET UNDER Division
08 County
143 Location
07.48S Sufficiency
95.8 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
4 Vertical Clearance
Y Horizontal Clearance
58.199 Bridge System
R Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
1991 ADT Total
21900 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
58.199 Ref. Underclearance Rt.
H Underclearance Right
2.001 Underclearance Left
2.001 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
45 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
291.01 Deck Width
61.299 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
9 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
109.9 HS Inv. Rating Method
1 HS Inv. Method
55.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
35040 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
2703 Max Measured Clearance
2703 Min Measured Clearance
-1 NBI Rating
22927 ODOT County
72 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
0 Rt. Curb SW
0 Description
3-97ft. SPAN PC BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7298T0266EX H Index
100 Latitude
36:00:59.62 Longitude
-95:58:05.45 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
1 Roadway Name
CREEK TP Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
07.48 S NBI Text
22927 Vault Link
http://plansrv1/bridgemaintvault/b22927 GIS FO/SD
FO H Inv. Method
49.5 Latitude DD
36.01656111 Longitude DD
-95.96818056 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
22594 x
-10683128.9922961 y
4302900.39458261 |
|||||||||||||||||||||||||||||||||||||
| 22926 | 5034T0957 X | 22926 | Murray | CO. RD. E1670 | CHICKASAW TP UNDER | 5034T0957 X | 51ft. - (2-96ft.) - 51ft. PC BEAM SPANS, SK53LF | 1991 | 34.59324722 | -96.89540556 | 293.963 | 32.7 | — | 4 | 37 | 2 | 30 | 6 - Prestressed Concrete Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.9 | Very good (8) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | Q | 160 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22593 BRKEY
22926 NBI No.
22926 On Under
1 Structure No.
5034T0957 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. E1670 Feature Intersected
CHICKASAW TP UNDER Division
07 County
099 Location
9.5 MI NE OF SH 7 Sufficiency
97.9 Kind Hwy
4 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
30 Bridge System
Q Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1991 ADT Total
160 ADT Year
2022 Design Load
HS 20 Skew
37 No. Main Spans
4 Road Width
30 Ref. Underclearance Rt.
H Underclearance Right
7.001 Underclearance Left
10 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
30 Span Type Main
M Material
6 - Prestressed Concrete Continuous Design
02 Length
293.963 Deck Width
32.7 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
N Culv. Rating
N Structure Rating
8 Deck Geometry
6 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
62.722 HS Inv. Rating Method
1 HS Inv. Method
37.479 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
256 Future ADT Year
2042 Bypass Detour
8.699197 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
NA Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1704 Max Measured Clearance
1801 Min Measured Clearance
1705 NBI Rating
22926 ODOT County
50 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
51ft. - (2-96ft.) - 51ft. PC BEAM SPANS, SK53LF Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5034T0957 X H Index
91.4149 Latitude
34:35:35.69 Longitude
-96:53:43.46 I257A
0 I257B
0 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. E1670 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
09.57 NBI Text
22926 Vault Link
http://plansrv1/bridgemaintvault/b22926 GIS FO/SD
Meets Standards H Inv. Method
28.55 Latitude DD
34.59324722 Longitude DD
-96.89540556 ODOT County Number
50 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
22593 x
-10786347.2071469 y
4108741.53677987 |
|||||||||||||||||||||||||||||||||||||
| 22925 | 5034T0653 X | 22925 | Murray | CO. RD. E1690 | CHICKASAW TP UNDER | 5034T0653 X | 51ft. (2-96ft.) - 51ft. PC BEAM SPANS, SK53LF | 1991 | 34.56419722 | -96.93180278 | 293.963 | 32.7 | — | 4 | 37 | 2 | 30 | 6 - Prestressed Concrete Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.9 | Very good (8) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | Q | 160 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22592 BRKEY
22925 NBI No.
22925 On Under
1 Structure No.
5034T0653 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. E1690 Feature Intersected
CHICKASAW TP UNDER Division
07 County
099 Location
6.5 MI NE OF SH 7 Sufficiency
97.9 Kind Hwy
4 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
30 Bridge System
Q Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1991 ADT Total
160 ADT Year
2022 Design Load
HS 20 Skew
37 No. Main Spans
4 Road Width
30 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
15 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
30 Span Type Main
M Material
6 - Prestressed Concrete Continuous Design
02 Length
293.963 Deck Width
32.7 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
N Culv. Rating
N Structure Rating
8 Deck Geometry
6 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
5 HS Operating Rating Method
1 HS Operating Rating
62.722 HS Inv. Rating Method
1 HS Inv. Method
37.479 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
256 Future ADT Year
2042 Bypass Detour
8.699197 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1608 Max Measured Clearance
1709 Min Measured Clearance
1605 NBI Rating
22925 ODOT County
50 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
51ft. (2-96ft.) - 51ft. PC BEAM SPANS, SK53LF Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5034T0653 X H Index
91.529 Latitude
34:33:51.11 Longitude
-96:55:54.49 I257A
0 I257B
0 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. E1690 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
06.53 NBI Text
22925 Vault Link
http://plansrv1/bridgemaintvault/b22925 GIS FO/SD
Meets Standards H Inv. Method
28.55 Latitude DD
34.56419722 Longitude DD
-96.93180278 ODOT County Number
50 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
22592 x
-10790398.9271436 y
4104813.87259046 |
|||||||||||||||||||||||||||||||||||||
| 22924 | 4950T0857 X | 22924 | Mayes | CO. RD. E0570 | CHEROKEE TP UNDER | 4950T0857 X | 54ft.-88ft.-88ft.-54ft. PC BEAM SPANS, SK60LF | 1991 | 36.190636 | -95.127467 | 283.999 | 32.001 | — | 4 | 30 | 2 | 30 | 6 - Prestressed Concrete Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 74.1 | Satisfactory (6) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | S | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22591 BRKEY
22924 NBI No.
22924 On Under
1 Structure No.
4950T0857 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. E0570 Feature Intersected
CHEROKEE TP UNDER Division
08 County
097 Location
5.96 MI.NE OF TP GATE Sufficiency
74.1 Kind Hwy
4 Level Service
1 Route No.
E0570 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
30 Bridge System
S Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1991 ADT Total
5000 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
4 Road Width
30 Ref. Underclearance Rt.
H Underclearance Right
12.001 Underclearance Left
3.999 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
30 Span Type Main
M Material
6 - Prestressed Concrete Continuous Design
02 Length
283.999 Deck Width
32.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
4 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
48.612 HS Inv. Rating Method
1 HS Inv. Method
29.101 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
1700 Max Measured Clearance
2000 Min Measured Clearance
1704 NBI Rating
22924 ODOT County
49 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
54ft.-88ft.-88ft.-54ft. PC BEAM SPANS, SK60LF Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4950T0857 X H Index
91.5272 Latitude
36:11:26.29 Longitude
-95:07:38.88 I257A
0 I257B
0 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. E0570 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
08.57 NBI Text
22924 Vault Link
http://plansrv1/bridgemaintvault/b22924 GIS FO/SD
Meets Standards H Inv. Method
26.235 Latitude DD
36.190636 Longitude DD
-95.127467 ODOT County Number
49 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
22591 x
-10589541.1868939 y
4326884.39668307 |
|||||||||||||||||||||||||||||||||||||
| 22923 | 5586T0081 X | 22923 | Oklahoma | COLTRANE RD. | KILPATRICK TP UNDER | 5586T0052 X | 101ft.-87ft.-97ft. PCB SPA | 1991 | 35.60185556 | -97.44278611 | 285.105 | 38.999 | — | 3 | 0 | 2 | 32.001 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.9 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 17 - Collector (Urban) | U | 160 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22590 BRKEY
22923 NBI No.
22923 On Under
1 Structure No.
5586T0081 X Control No.
Lane Ind.
Milepoint
Facility Carried
COLTRANE RD. Feature Intersected
KILPATRICK TP UNDER Division
04 County
109 Location
134.33 Sufficiency
97.9 Kind Hwy
5 Level Service
1 Route No.
00000 Service Type On
5 Service Type Off
6 Vertical Clearance
Y Horizontal Clearance
32.001 Bridge System
U Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
17 - Collector (Urban) Year Built
1991 ADT Total
160 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
32.001 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
4.003 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
32.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
285.105 Deck Width
38.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
4 Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
76.6 HS Inv. Rating Method
1 HS Inv. Method
45.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
256 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
1702 Max Measured Clearance
1709 Min Measured Clearance
1704 NBI Rating
22923 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
3.999 Description
101ft.-87ft.-97ft. PCB SPA Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5586T0052 X H Index
99.0976 Latitude
35:36:06.68 Longitude
-97:26:34.03 I257A
0 I257B
0 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
COLTRANE RD. Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
134.33 NBI Text
22923 Vault Link
http://plansrv1/bridgemaintvault/b22923 GIS FO/SD
Meets Standards H Inv. Method
46 Latitude DD
35.60185556 Longitude DD
-97.44278611 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
6 Rural/Urban
Urban ARC_ID_NUM
22590 x
-10847281.3312431 y
4245974.70323547 |
|||||||||||||||||||||||||||||||||||||
| 23187 | 4022 1230SX | 23187 | Le Flore | U.S. 271 | CEDAR CREEK | 4022 1230SX | (5) 100ft. PC BEAM | 1993 | 35.27777778 | -94.46722222 | 502.001 | 40 | — | 5 | 0 | 2 | 37.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94.9 | Good (7) | Satisfactory (6) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 10300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22584 BRKEY
23187 NBI No.
23187 On Under
1 Structure No.
4022 1230SX Control No.
022 Lane Ind.
S Milepoint
12300 Facility Carried
U.S. 271 Feature Intersected
CEDAR CREEK Division
02 County
079 Location
12.30 E JCT US-59 Sufficiency
94.9 Kind Hwy
2 Level Service
1 Route No.
00271 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1993 ADT Total
10300 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
5 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
46.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
502.001 Deck Width
40 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
8 Sub Rating
7 Chan. Rating
9 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
98 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
16480 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
23187 ODOT County
40 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
(5) 100ft. PC BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4022 1230SX H Index
91.2947 Latitude
35:16:40 Longitude
-94:28:02 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 271 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
094 NBI Text
23187 Vault Link
http://plansrv1/bridgemaintvault/b23187 GIS FO/SD
Meets Standards H Inv. Method
25 Latitude DD
35.27777778 Longitude DD
-94.46722222 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
22584 x
-10516043.0741854 y
4201694.40181077 |
|||||||||||||||||||||||||||||||||||||
| 23104 | 5515 0214 X | 23104 | Oklahoma | I-35 | BNSF R.R. & RD. UNDER | 5515 0214 X | 41ft.-74ft.-92ft.-74ft.-41ft. CONT PLATE GIRDER SPANS SK. 43 DEG. 39ft.11ft. | 1992 | 35.40964444 | -97.49289444 | 322.999 | 135.499 | — | 5 | 47 | 2 | 129.8 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 81 | Good (7) | Good (7) | 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 | 119900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22579 BRKEY
23104 NBI No.
23104 On Under
1 Structure No.
5515 0214 X Control No.
015 Lane Ind.
Milepoint
02140 Facility Carried
I-35 Feature Intersected
BNSF R.R. & RD. UNDER Division
04 County
109 Location
2.1 MI N CLEVELAND CO Sufficiency
81 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
4 Vertical Clearance
N Horizontal Clearance
63.999 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
1992 ADT Total
119900 ADT Year
2022 Design Load
HS 20 Skew
47 No. Main Spans
5 Road Width
129.8 Ref. Underclearance Rt.
H Underclearance Right
3.698 Underclearance Left
5 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
131.234 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
322.999 Deck Width
135.499 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
8 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
83.9 HS Inv. Rating Method
1 HS Inv. Method
50.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
191840 Future ADT Year
2042 Bypass Detour
5 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
60 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
2405 Max Measured Clearance
2410 Min Measured Clearance
2409 NBI Rating
23104 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
41ft.-74ft.-92ft.-74ft.-41ft. CONT PLATE GIRDER SPANS SK. 43 DEG. 39ft.11ft. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5515 0214 X H Index
96.6926 Latitude
35:24:34.72 Longitude
-97:29:34.42 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-35 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
23104 Vault Link
http://plansrv1/bridgemaintvault/b23104 GIS FO/SD
FO H Inv. Method
31.7 Latitude DD
35.40964444 Longitude DD
-97.49289444 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
22579 x
-10852859.3650232 y
4219690.47741104 |
|||||||||||||||||||||||||||||||||||||
| 23013 | 6346 0703 X | 23013 | Pottawatomie | S.H. 102 | SOUTH DEER CREEK | 6346 0703 X | 27ft.-30ft.-27ft. CONC SLA | 1992 | 35.36325833 | -97.05406944 | 84.974 | 42.323 | — | 3 | 15 | 2 | 40.026 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.5 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 5200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22577 BRKEY
23013 NBI No.
23013 On Under
1 Structure No.
6346 0703 X Control No.
046 Lane Ind.
Milepoint
07030 Facility Carried
S.H. 102 Feature Intersected
SOUTH DEER CREEK Division
03 County
125 Location
0.8 MI S JCT I-40 Sufficiency
97.5 Kind Hwy
3 Level Service
1 Route No.
00102 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.95 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1992 ADT Total
5200 ADT Year
2022 Design Load
HS 20 Skew
15 No. Main Spans
3 Road Width
40.026 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
84.974 Deck Width
42.323 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
8 Culv. Rating
N Structure Rating
7 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
68.8 HS Inv. Rating Method
1 HS Inv. Method
42.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8320 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
23013 ODOT County
63 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
27ft.-30ft.-27ft. CONC SLA Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6346 0703 X H Index
99.8698 Latitude
35:21:47.73 Longitude
-97:03:14.65 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 102 Scour
7 Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
23013 Vault Link
http://plansrv1/bridgemaintvault/b23013 GIS FO/SD
Meets Standards H Inv. Method
27.8 Latitude DD
35.36325833 Longitude DD
-97.05406944 ODOT County Number
63 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
22577 x
-10804009.5894758 y
4213356.73318775 |
|||||||||||||||||||||||||||||||||||||
| 22922 | 5034 0293 X | 22922 | Murray | CO. RD. N3380 | S.H. 7 SPUR UNDER | 5034T0293 X | 45ft.- (2-90ft.) -45ft. PC BEAM SPANS, SK30RF | 1991 | 34.54098333 | -96.98471944 | 270.997 | 32.7 | — | 4 | 30 | 2 | 30 | 6 - Prestressed Concrete Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98.9 | Satisfactory (6) | Good (7) | Very good (8) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 160 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22571 BRKEY
22922 NBI No.
22922 On Under
1 Structure No.
5034 0293 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. N3380 Feature Intersected
S.H. 7 SPUR UNDER Division
07 County
099 Location
2.9 MI NE OF SH 7 Sufficiency
98.9 Kind Hwy
4 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
30 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1991 ADT Total
160 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
4 Road Width
30 Ref. Underclearance Rt.
H Underclearance Right
31.9 Underclearance Left
18.301 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
30 Span Type Main
M Material
6 - Prestressed Concrete Continuous Design
02 Length
270.997 Deck Width
32.7 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
9 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
5 HS Operating Rating Method
1 HS Operating Rating
75 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
256 Future ADT Year
2042 Bypass Detour
8.699197 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1604 Max Measured Clearance
1606 Min Measured Clearance
1607 NBI Rating
22922 ODOT County
50 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
45ft.- (2-90ft.) -45ft. PC BEAM SPANS, SK30RF Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5034T0293 X H Index
99.2072 Latitude
34:32:27.54 Longitude
-96:59:04.99 I257A
0 I257B
0 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. N3380 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
41 NBI Text
22922 Vault Link
http://plansrv1/bridgemaintvault/b22922 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
34.54098333 Longitude DD
-96.98471944 ODOT County Number
50 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
22571 x
-10796289.5827893 y
4101676.25751934 |
|||||||||||||||||||||||||||||||||||||
| 22921 | 5034 0144 X | 22921 | Murray | CO. RD. N3370 | S.H. 7 SPUR UNDER | 5034T0144 X | 45ft. - (2-90ft.) -45ft. PC BEAM SPANS, SK30RF | 1991 | 34.52491389 | -97.00148333 | 270.997 | 32.7 | — | 4 | 30 | 2 | 30 | 6 - Prestressed Concrete Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.9 | Satisfactory (6) | Good (7) | Very good (8) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 160 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22570 BRKEY
22921 NBI No.
22921 On Under
1 Structure No.
5034 0144 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. N3370 Feature Intersected
S.H. 7 SPUR UNDER Division
07 County
099 Location
1.4 MI NE OF SH 7 Sufficiency
97.9 Kind Hwy
4 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
30 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1991 ADT Total
160 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
4 Road Width
30 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
10 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
30 Span Type Main
M Material
6 - Prestressed Concrete Continuous Design
02 Length
270.997 Deck Width
32.7 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 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
5 HS Operating Rating Method
1 HS Operating Rating
75 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
256 Future ADT Year
2042 Bypass Detour
8.699197 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1610 Max Measured Clearance
1610 Min Measured Clearance
1610 NBI Rating
22921 ODOT County
50 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
45ft. - (2-90ft.) -45ft. PC BEAM SPANS, SK30RF Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5034T0144 X H Index
98.7265 Latitude
34:31:29.69 Longitude
-97:00:05.34 I257A
0 I257B
0 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. N3370 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
40 NBI Text
22921 Vault Link
http://plansrv1/bridgemaintvault/b22921 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
34.52491389 Longitude DD
-97.00148333 ODOT County Number
50 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
22570 x
-10798155.7304878 y
4099504.80672464 |
|||||||||||||||||||||||||||||||||||||
| 22920 | 2144T1722WX | 22920 | Delaware | CHEROKEE TP | FIVE MILE HOLLOW CREEK | 2144T1722WX | 60ft.-75ft.-65ft.-60ft. P.C.BEAM SPANS | 1991 | 36.19100556 | -94.71513889 | 259.843 | 42.7 | — | 4 | 30 | 2 | 40 | 6 - Prestressed Concrete Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 100 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 02 - Principal Arterial Other (Rural) | S | 3150 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22569 BRKEY
22920 NBI No.
22920 On Under
1 Structure No.
2144T1722WX Control No.
044 Lane Ind.
W Milepoint
17220 Facility Carried
CHEROKEE TP Feature Intersected
FIVE MILE HOLLOW CREEK Division
08 County
041 Location
17.22 MI E OF C/L Sufficiency
100 Kind Hwy
8 Level Service
1 Route No.
00412 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
S Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1991 ADT Total
3150 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
4 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
37.999 Span Type Main
M Material
6 - Prestressed Concrete Continuous Design
02 Length
259.843 Deck Width
42.7 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
72 HS Inv. Rating Method
1 HS Inv. Method
43.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5040 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
22920 ODOT County
21 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
60ft.-75ft.-65ft.-60ft. P.C.BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2144T1722WX H Index
92.016 Latitude
36:11:27.62 Longitude
-94:42:54.5 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
CHEROKEE TP Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
32.93 NBI Text
22920 Vault Link
http://plansrv1/bridgemaintvault/b22920 GIS FO/SD
Meets Standards H Inv. Method
36 Latitude DD
36.19100556 Longitude DD
-94.71513889 ODOT County Number
21 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
22569 x
-10543641.031649 y
4326935.37119538 |
|||||||||||||||||||||||||||||||||||||
| 22918 | 5586R0450NX | 22918 | Oklahoma | KILPATRICK TP | BNSF R.R. | 5586T0422NX | 55ft.-70ft.-70ft.-55ft. P.C.B. STRUCTURE | 1991 | 35.59990833 | -97.50791389 | 254.921 | 50.666 | — | 4 | 23 | 3 | 47.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.8 | Very good (8) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | U | 23850 | 2011 | 5 | Unmatched |
|
Raw data
OBJECTID
22567 BRKEY
22918 NBI No.
22918 On Under
1 Structure No.
5586R0450NX Control No.
086 Lane Ind.
N Milepoint
04500 Facility Carried
KILPATRICK TP Feature Intersected
BNSF R.R. Division
04 County
109 Location
130.42WB Sufficiency
97.8 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
2 Vertical Clearance
N Horizontal Clearance
47.999 Bridge System
U Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
1991 ADT Total
23850 ADT Year
2011 Design Load
HS 20 Skew
23 No. Main Spans
4 Road Width
47.999 Ref. Underclearance Rt.
R Underclearance Right
16.499 Underclearance Left
22.3 Deck Structure Type
1 No. Lanes
3 Fill RCB
-1 Appr. Roadway Width
37.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
254.921 Deck Width
50.666 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
N Culv. Rating
N Structure Rating
8 Deck Geometry
4 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
38160 Future ADT Year
2031 Bypass Detour
0.124274 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
0000 Max Measured Clearance
2700 Min Measured Clearance
2611 NBI Rating
22918 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
55ft.-70ft.-70ft.-55ft. P.C.B. STRUCTURE Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5586T0422NX H Index
100 Latitude
35:35:59.67 Longitude
-97:30:28.49 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
- Roadway Name
KILPATRICK TP Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
130.42WB NBI Text
22918 Vault Link
http://plansrv1/bridgemaintvault/b22918 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
35.59990833 Longitude DD
-97.50791389 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
22567 x
-10854531.3225492 y
4245708.11014972 |
|||||||||||||||||||||||||||||||||||||
| 23101 | 5515 0198 X | 23101 | Oklahoma | I-35 | FAU 9380 SE 59 ST UNDER | 5515 0198 X | 49ft.,2-57ft.,49ft. CONT I-BM SPANS SK.17 DEG. 29ft.11ft. | 1992 | 35.40601389 | -97.49386111 | 212.999 | 117.001 | — | 4 | 18 | 6 | 111.299 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 86.7 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 119900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22559 BRKEY
23101 NBI No.
23101 On Under
1 Structure No.
5515 0198 X Control No.
015 Lane Ind.
Milepoint
01980 Facility Carried
I-35 Feature Intersected
FAU 9380 SE 59 ST UNDER Division
04 County
109 Location
1.9 MI N CLEVELAND CO Sufficiency
86.7 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
55.6 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1992 ADT Total
119900 ADT Year
2022 Design Load
HS 20 Skew
18 No. Main Spans
4 Road Width
111.299 Ref. Underclearance Rt.
H Underclearance Right
6.001 Underclearance Left
5.997 Deck Structure Type
1 No. Lanes
6 Fill RCB
Appr. Roadway Width
111.998 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
212.999 Deck Width
117.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
9 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
90.3 HS Inv. Rating Method
1 HS Inv. Method
54.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
191840 Future ADT Year
2042 Bypass Detour
1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
60 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1706 Max Measured Clearance
1809 Min Measured Clearance
1709 NBI Rating
23101 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
49ft.,2-57ft.,49ft. CONT I-BM SPANS SK.17 DEG. 29ft.11ft. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5515 0198 X H Index
97.198 Latitude
35:24:21.65 Longitude
-97:29:37.9 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
I-35 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
23101 Vault Link
http://plansrv1/bridgemaintvault/b23101 GIS FO/SD
Meets Standards H Inv. Method
30.1 Latitude DD
35.40601389 Longitude DD
-97.49386111 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
22559 x
-10852966.9742353 y
4219194.61623004 |
|||||||||||||||||||||||||||||||||||||
| 22917 | 0905R3636 X | 22917 | Canadian | MORGAN RD. SB | I-40 UNDER | 0905 3636 X | 2-32ft. I-BM. (90ft.,96ft. CONT.) PLATE GIRDER SPANS | 1966 | 35.45985278 | -97.68923056 | 251.66 | 34.501 | — | 2 | 0 | 2 | 27.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 82.5 | Satisfactory (6) | Fair (5) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 17 - Collector (Urban) | A | 1000 | 2010 | 5 | Unmatched |
|
Raw data
OBJECTID
22548 BRKEY
22917 NBI No.
22917 On Under
1 Structure No.
0905R3636 X Control No.
Lane Ind.
Milepoint
Facility Carried
MORGAN RD. SB Feature Intersected
I-40 UNDER Division
04 County
017 Location
36.3 MI. E. CADDO CO Sufficiency
82.5 Kind Hwy
5 Level Service
1 Route No.
00000 Service Type On
5 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
27.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
17 - Collector (Urban) Year Built
1966 ADT Total
1000 ADT Year
2010 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
27.999 Ref. Underclearance Rt.
H Underclearance Right
7.201 Underclearance Left
10 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
27.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
251.66 Deck Width
34.501 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
5 Super Rating
6 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
3 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
72.753 HS Inv. Rating Method
1 HS Inv. Method
43.652 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1600 Future ADT Year
2030 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
1605 Max Measured Clearance
1610 Min Measured Clearance
1602 NBI Rating
22917 ODOT County
09 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
0 Lft. Curb SW
2.999 Rt. Curb SW
0 Description
2-32ft. I-BM. (90ft.,96ft. CONT.) PLATE GIRDER SPANS Route Flag
Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
0905 3636 X H Index
57.6481 Latitude
35:27:35.47 Longitude
-97:41:21.23 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
MORGAN 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
22917 Vault Link
http://plansrv1/bridgemaintvault/b22917 GIS FO/SD
Meets Standards H Inv. Method
26.125 Latitude DD
35.45985278 Longitude DD
-97.68923056 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
6 Rural/Urban
Urban ARC_ID_NUM
22548 x
-10874715.4019259 y
4226550.23392641 |
|||||||||||||||||||||||||||||||||||||
| 22916 | 7298T0221EX | 22916 | Tulsa | CREEK TP | ELM ST. UNDER | 7298T0221EX | 3-SPAN P.C. BEAM SPANS | 1991 | 36.01637222 | -95.97628056 | 241.142 | 58.501 | — | 3 | 0 | 3 | 55.499 | 6 - Prestressed Concrete Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.8 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | R | 21900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22547 BRKEY
22916 NBI No.
22916 On Under
1 Structure No.
7298T0221EX Control No.
098 Lane Ind.
E Milepoint
02210 Facility Carried
CREEK TP Feature Intersected
ELM ST. UNDER Division
08 County
143 Location
07.02S Sufficiency
97.8 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
58.501 Bridge System
R Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
1991 ADT Total
21900 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
55.499 Ref. Underclearance Rt.
H Underclearance Right
5 Underclearance Left
5 Deck Structure Type
1 No. Lanes
3 Fill RCB
0 Appr. Roadway Width
42.001 Span Type Main
M Material
6 - Prestressed Concrete Continuous Design
02 Length
241.142 Deck Width
58.501 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
71.4 HS Inv. Rating Method
1 HS Inv. Method
41.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
35040 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
2205 Max Measured Clearance
2404 Min Measured Clearance
2208 NBI Rating
22916 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-SPAN P.C. BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7298T0221EX H Index
92.1547 Latitude
36:00:58.94 Longitude
-95:58:34.61 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
2 Roadway Name
CREEK TP Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
07.02S NBI Text
22916 Vault Link
http://plansrv1/bridgemaintvault/b22916 GIS FO/SD
Meets Standards H Inv. Method
42.8 Latitude DD
36.01637222 Longitude DD
-95.97628056 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
22547 x
-10684030.6801716 y
4302874.39818062 |
|||||||||||||||||||||||||||||||||||||
| 22915 | 2144T0602 X | 22915 | Delaware | CO. RD. N4550 | CHEROKEE TP UNDER | 2144T0602 X | 36ft.-76ft.-76ft.-52ft. P.C. BEAM SPANS | 1991 | 36.21392222 | -94.90458611 | 240.157 | 32.7 | — | 4 | 0 | 2 | 30 | 6 - Prestressed Concrete Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 60.8 | Satisfactory (6) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | S | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22546 BRKEY
22915 NBI No.
22915 On Under
1 Structure No.
2144T0602 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. N4550 Feature Intersected
CHEROKEE TP UNDER Division
08 County
041 Location
6.02 MI E OF C/L Sufficiency
60.8 Kind Hwy
4 Level Service
1 Route No.
N4550 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
30 Bridge System
S Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1991 ADT Total
5000 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
4 Road Width
30 Ref. Underclearance Rt.
H Underclearance Right
12.001 Underclearance Left
3.999 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
30 Span Type Main
M Material
6 - Prestressed Concrete Continuous Design
02 Length
240.157 Deck Width
32.7 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
4 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
45.415 HS Inv. Rating Method
1 HS Inv. Method
27.227 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2042 Bypass Detour
44.738726 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
2005 Max Measured Clearance
2300 Min Measured Clearance
1709 NBI Rating
22915 ODOT County
21 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
36ft.-76ft.-76ft.-52ft. P.C. BEAM SPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2144T0602 X H Index
91.2826 Latitude
36:12:50.12 Longitude
-94:54:16.51 I257A
0 I257B
0 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. N4550 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
21.72 NBI Text
22915 Vault Link
http://plansrv1/bridgemaintvault/b22915 GIS FO/SD
Meets Standards H Inv. Method
20.723 Latitude DD
36.21392222 Longitude DD
-94.90458611 ODOT County Number
21 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
22546 x
-10564730.1997116 y
4330096.80455779 |
|||||||||||||||||||||||||||||||||||||
| 22914 | 2144T0703 X | 22914 | Delaware | CO. RD. N4560 | CHEROKEE TP UNDER | 2144T0703 X | 41ft.-75ft.-75ft.-41ft. P.C. BEAM SPAN | 1991 | 36.21158056 | -94.88692222 | 232.94 | 32.7 | — | 4 | 0 | 2 | 30 | 6 - Prestressed Concrete Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 63.7 | Satisfactory (6) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | S | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22545 BRKEY
22914 NBI No.
22914 On Under
1 Structure No.
2144T0703 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. N4560 Feature Intersected
CHEROKEE TP UNDER Division
08 County
041 Location
7.03 MI E OF C/L Sufficiency
63.7 Kind Hwy
4 Level Service
1 Route No.
N4560 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
30 Bridge System
S Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1991 ADT Total
5000 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
4 Road Width
30 Ref. Underclearance Rt.
H Underclearance Right
12.001 Underclearance Left
3.999 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
30 Span Type Main
M Material
6 - Prestressed Concrete Continuous Design
02 Length
232.94 Deck Width
32.7 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
4 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
49.714 HS Inv. Rating Method
1 HS Inv. Method
29.762 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2042 Bypass Detour
44.738726 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
1705 Min Measured Clearance
1611 NBI Rating
22914 ODOT County
21 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
41ft.-75ft.-75ft.-41ft. P.C. BEAM SPAN Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2144T0703 X H Index
100 Latitude
36:12:41.69 Longitude
-94:53:12.92 I257A
0 I257B
0 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. N4560 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
22.73 NBI Text
22914 Vault Link
http://plansrv1/bridgemaintvault/b22914 GIS FO/SD
Meets Standards H Inv. Method
27.668 Latitude DD
36.21158056 Longitude DD
-94.88692222 ODOT County Number
21 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
22545 x
-10562763.8644714 y
4329773.72191315 |