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 | |||||||||||||||||||||||||||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 23957 | 5163T1956SX | 23957 | Muskogee | MUSKOGEE TP | HANCOCK ST. UNDER | 5163T1931SX | 34ft. - 47ft. - 36ft. PC BEAM SPANS | 1968 | 35.725878 | -95.310972 | 112.799 | 40 | — | 3 | 0 | 2 | 37.001 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 93.3 | Good (7) | Very good (8) | 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) | P | 3350 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
23306 BRKEY
23957 NBI No.
23957 On Under
1 Structure No.
5163T1956SX Control No.
063 Lane Ind.
S Milepoint
19560 Facility Carried
MUSKOGEE TP Feature Intersected
HANCOCK ST. UNDER Division
01 County
101 Location
37.14 MI SE JCT SH 51 Sufficiency
93.3 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.001 Bridge System
P 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
1968 ADT Total
3350 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
37.001 Ref. Underclearance Rt.
H Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
33.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
112.799 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
8 Super Rating
8 Sub Rating
8 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
5 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
54 HS Inv. Rating Method
1 HS Inv. Method
32.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5360 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1601 Max Measured Clearance
1900 Min Measured Clearance
1603 NBI Rating
23957 ODOT County
51 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
34ft. - 47ft. - 36ft. PC BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5163T1931SX H Index
100 Latitude
35:43:33.16 Longitude
-95:18:39.5 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
2 Roadway Name
MUSKOGEE TP Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
37.14W NBI Text
23957 Vault Link
http://plansrv1/bridgemaintvault/b23957 GIS FO/SD
FO H Inv. Method
27.4 Latitude DD
35.725878 Longitude DD
-95.310972 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
23306 x
-10609968.8700519 y
4262967.86838471 |
|||||||||||||||||||||||||||||||||||||
| 23956 | 1937R3218 X | 23956 | Creek | CO. RD. | TURNER TP (I-44) UNDER | 1937T3232 X | 4- 38ft. I-BEAM SPANS | 1953 | 36.00475833 | -96.13632778 | 130.906 | 21.699 | — | 4 | 0 | 2 | 17.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 82.7 | Satisfactory (6) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | T | 50 | 2016 | 5 | Unmatched |
|
Raw data
OBJECTID
23305 BRKEY
23956 NBI No.
23956 On Under
1 Structure No.
1937R3218 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. Feature Intersected
TURNER TP (I-44) UNDER Division
08 County
037 Location
79.3 MI N E JCT I-35 Sufficiency
82.7 Kind Hwy
4 Level Service
1 Route No.
N3870 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
20 Bridge System
T Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1953 ADT Total
50 ADT Year
2016 Design Load
H 15 Skew
0 No. Main Spans
4 Road Width
17.999 Ref. Underclearance Rt.
H Underclearance Right
5 Underclearance Left
5 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
17.999 Span Type Main
M Material
3 - Steel Design
02 Length
130.906 Deck Width
21.699 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
4 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
5 HS Operating Rating Method
1 HS Operating Rating
44.974 HS Inv. Rating Method
1 HS Inv. Method
27.007 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
80 Future ADT Year
2036 Bypass Detour
8.077825 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
NA Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1510 Max Measured Clearance
1603 Min Measured Clearance
1507 NBI Rating
23956 ODOT County
19 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
4- 38ft. I-BEAM SPANS Route Flag
Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1937T3232 X H Index
95.7169 Latitude
36:00:17.13 Longitude
-96:08:10.78 I257A
0 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
79.23 NBI Text
23956 Vault Link
http://plansrv1/bridgemaintvault/b23956 GIS FO/SD
Meets Standards H Inv. Method
18.96 Latitude DD
36.00475833 Longitude DD
-96.13632778 ODOT County Number
19 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
23305 x
-10701847.0552048 y
4301276.13066864 |
|||||||||||||||||||||||||||||||||||||
| 23938 | 5586T0585 X | 23938 | Oklahoma | KILPATRICK TP | CREEK | 5586T0557 X | 2-10ft.X6ft.X317ft. RCB | 1991 | 35.607025 | -97.53073611 | 24.199 | 318.999 | — | 2 | 30 | 4 | 317.001 | 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) | U | 47600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
23286 BRKEY
23938 NBI No.
23938 On Under
1 Structure No.
5586T0585 X Control No.
086 Lane Ind.
Milepoint
05850 Facility Carried
KILPATRICK TP Feature Intersected
CREEK Division
04 County
109 Location
129.28 Sufficiency
77 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
76.001 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
47600 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
2 Road Width
317.001 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
4 Fill RCB
17 Appr. Roadway Width
76.001 Span Type Main
M Material
1 - Concrete Design
19 Length
24.199 Deck Width
318.999 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
7 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
76160 Future ADT Year
2042 Bypass Detour
99.897848 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
23938 ODOT County
55 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X6ft.X317ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5586T0557 X H Index
100 Latitude
35:36:25.29 Longitude
-97:31:50.65 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
KILPATRICK TP Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
129.28 NBI Text
23938 Vault Link
http://plansrv1/bridgemaintvault/b23938 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
35.607025 Longitude DD
-97.53073611 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
23286 x
-10857071.8804583 y
4246682.47696787 |
|||||||||||||||||||||||||||||||||||||
| 23937 | 5509T0442 XR | 23937 | Oklahoma | KILPATRICK TP W-N | I-35 SB UNDER | 5509T0442WXR | 85ft.-127ft.-74ft. P.C.BEAM SPANS | 1991 | 35.60132778 | -97.42992222 | 286.089 | 27.7 | — | 3 | 0 | 1 | 25 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 92.5 | 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 | 66200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
23285 BRKEY
23937 NBI No.
23937 On Under
1 Structure No.
5509T0442 XR Control No.
Lane Ind.
Milepoint
Facility Carried
KILPATRICK TP W-N Feature Intersected
I-35 SB UNDER Division
04 County
109 Location
135.09W-N Sufficiency
92.5 Kind Hwy
8 Level Service
7 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
N Horizontal Clearance
25 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
66200 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
25 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
5 Deck Structure Type
1 No. Lanes
1 Fill RCB
Appr. Roadway Width
38.002 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
286.089 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.
1 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
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
73 HS Inv. Rating Method
1 HS Inv. Method
43.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
105920 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
35 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1607 Max Measured Clearance
1909 Min Measured Clearance
1704 NBI Rating
23937 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
0 Description
85ft.-127ft.-74ft. P.C.BEAM SPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5509T0442WXR H Index
90.1371 Latitude
35:36:04.78 Longitude
-97:25:47.72 I257A
1 I257B
1 I257C
0 I257D
1 I257E
0 I263
1 Roadway Name
KILPATRICK TP W-N 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
135.09W-N NBI Text
23937 Vault Link
http://plansrv1/bridgemaintvault/b23937 GIS FO/SD
Meets Standards H Inv. Method
37.4 Latitude DD
35.60132778 Longitude DD
-97.42992222 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
23285 x
-10845849.3295586 y
4245902.44482397 |
|||||||||||||||||||||||||||||||||||||
| 23936 | 7298T0740SX | 23936 | Tulsa | CREEK TP | U.S. 64 (MEMORIAL DR.)UN | 7298T0740SX | 45ft. - 2 (61ft.) - 57ft. PC BEAM SPANS | 1991 | 36.025325 | -95.88683333 | 224.081 | 58.501 | — | 4 | 0 | 3 | 55.499 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95.8 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 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
23284 BRKEY
23936 NBI No.
23936 On Under
1 Structure No.
7298T0740SX Control No.
098 Lane Ind.
S Milepoint
07400 Facility Carried
CREEK TP Feature Intersected
U.S. 64 (MEMORIAL DR.)UN Division
08 County
143 Location
12.22N Sufficiency
95.8 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y 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
4 Road Width
55.499 Ref. Underclearance Rt.
H Underclearance Right
0 Underclearance Left
0 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
224.081 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
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
76.8 HS Inv. Rating Method
1 HS Inv. Method
46 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
1709 Max Measured Clearance
2004 Min Measured Clearance
1709 NBI Rating
23936 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
45ft. - 2 (61ft.) - 57ft. PC BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7298T0740SX H Index
100 Latitude
36:01:31.17 Longitude
-95:53:12.6 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
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
12.22 N NBI Text
23936 Vault Link
http://plansrv1/bridgemaintvault/b23936 GIS FO/SD
FO H Inv. Method
44.9 Latitude DD
36.025325 Longitude DD
-95.88683333 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
23284 x
-10674073.4600751 y
4304106.61274923 |
|||||||||||||||||||||||||||||||||||||
| 23935 | 7298T0624WX | 23935 | Tulsa | CREEK TP | FRY CREEK | 7298T0624WX | 100ft. PC BEAM SPAN | 1991 | 36.02614722 | -95.90743056 | 100.066 | 58.501 | — | 1 | 0 | 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 | 26700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
23283 BRKEY
23935 NBI No.
23935 On Under
1 Structure No.
7298T0624WX Control No.
098 Lane Ind.
W Milepoint
06240 Facility Carried
CREEK TP Feature Intersected
FRY CREEK Division
08 County
143 Location
11.00N 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
3 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
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
123.4 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
23935 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
7298T0624WX H Index
100 Latitude
36:01:34.13 Longitude
-95:54:26.75 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 N NBI Text
23935 Vault Link
http://plansrv1/bridgemaintvault/b23935 GIS FO/SD
Meets Standards H Inv. Method
68.7 Latitude DD
36.02614722 Longitude DD
-95.90743056 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
23283 x
-10676366.3332304 y
4304219.78589851 |
|||||||||||||||||||||||||||||||||||||
| 23934 | 7298T0423WX | 23934 | Tulsa | CREEK TP | VENSEL CREEK | 7298T0423WX | 126ft. P.C. BEAM SPAN | 1991 | 36.02373611 | -95.94276389 | 125.984 | 61.001 | — | 1 | 10 | 2 | 57.9 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99.6 | 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
23282 BRKEY
23934 NBI No.
23934 On Under
1 Structure No.
7298T0423WX Control No.
098 Lane Ind.
W Milepoint
04230 Facility Carried
CREEK TP Feature Intersected
VENSEL CREEK Division
08 County
143 Location
09.05S Sufficiency
99.6 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
57.9 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
57.9 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
125.984 Deck Width
61.001 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
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
58.7 HS Inv. Rating Method
1 HS Inv. Method
34.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
41360 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
23934 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
126ft. P.C. BEAM SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7298T0423WX H Index
91.0276 Latitude
36:01:25.45 Longitude
-95:56:33.95 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
09.05 S NBI Text
23934 Vault Link
http://plansrv1/bridgemaintvault/b23934 GIS FO/SD
Meets Standards H Inv. Method
30 Latitude DD
36.02373611 Longitude DD
-95.94276389 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
23282 x
-10680299.6215341 y
4303887.9158874 |
|||||||||||||||||||||||||||||||||||||
| 23933 | 7298T0354WX | 23933 | Tulsa | CREEK TP | ARK RIVER & DELAWARE AVE | 7298T0354WX | 85ft.,63ft.,22-100ft., PC BEAMS SPANS | 1991 | 36.01737778 | -95.95621944 | 2341.864 | 58.599 | — | 24 | 0 | 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 | 21900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
23281 BRKEY
23933 NBI No.
23933 On Under
1 Structure No.
7298T0354WX Control No.
098 Lane Ind.
W Milepoint
03540 Facility Carried
CREEK TP Feature Intersected
ARK RIVER & DELAWARE AVE Division
08 County
143 Location
08.13N Sufficiency
99.8 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
6 Vertical Clearance
Y 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
21900 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
24 Road Width
55.499 Ref. Underclearance Rt.
H Underclearance Right
12.001 Underclearance Left
0 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
2341.864 Deck Width
58.599 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
8 Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
8 Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
63 HS Inv. Rating Method
1 HS Inv. Method
35.3 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
1609 Max Measured Clearance
1901 Min Measured Clearance
1700 NBI Rating
23933 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
85ft.,63ft.,22-100ft., PC BEAMS SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7298T0354WX H Index
91.5687 Latitude
36:01:02.56 Longitude
-95:57:22.39 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
08.35N NBI Text
23933 Vault Link
http://plansrv1/bridgemaintvault/b23933 GIS FO/SD
Meets Standards H Inv. Method
37.8 Latitude DD
36.01737778 Longitude DD
-95.95621944 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
23281 x
-10681797.4865084 y
4303012.79130586 |
|||||||||||||||||||||||||||||||||||||
| 23932 | 7298T0266WX | 23932 | Tulsa | CREEK TP | M.P. R.R. UNDER | 7298T0266WX | 3-97ft. SPAN PC BEAM SPANS | 1991 | 36.01688333 | -95.96833056 | 291.01 | 58.599 | — | 3 | 0 | 3 | 55.499 | 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
23262 BRKEY
23932 NBI No.
23932 On Under
1 Structure No.
7298T0266WX Control No.
098 Lane Ind.
W Milepoint
02660 Facility Carried
CREEK TP Feature Intersected
M.P. R.R. UNDER Division
08 County
143 Location
07.48N 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
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
21900 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
55.499 Ref. Underclearance Rt.
H Underclearance Right
2.001 Underclearance Left
2.001 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
291.01 Deck Width
58.599 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
6 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
73.6 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
2303 Max Measured Clearance
2703 Min Measured Clearance
2700 NBI Rating
23932 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
7298T0266WX H Index
99.9702 Latitude
36:01:00.78 Longitude
-95:58:05.99 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 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 N NBI Text
23932 Vault Link
http://plansrv1/bridgemaintvault/b23932 GIS FO/SD
FO H Inv. Method
44.2 Latitude DD
36.01688333 Longitude DD
-95.96833056 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
23262 x
-10683145.6902198 y
4302944.7409631 |
|||||||||||||||||||||||||||||||||||||
| 23931 | 7298T0232 X | 23931 | Tulsa | CREEK TP | CREEK | 7298T0232 X | 3-8ft. X 4ft. X 615 R.C.B., SK45RF | 1991 | 36.01628333 | -95.97051944 | 36.801 | 327.001 | — | 3 | 45 | 10 | 325 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 92.9 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | R | 43800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
23261 BRKEY
23931 NBI No.
23931 On Under
1 Structure No.
7298T0232 X Control No.
098 Lane Ind.
Milepoint
02320 Facility Carried
CREEK TP Feature Intersected
CREEK Division
08 County
143 Location
07.32 Sufficiency
92.9 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
11.601 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
43800 ADT Year
2022 Design Load
HS 20 Skew
45 No. Main Spans
3 Road Width
325 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
10 Fill RCB
20 Appr. Roadway Width
116.001 Span Type Main
M Material
1 - Concrete Design
19 Length
36.801 Deck Width
327.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
8 Structure Rating
8 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
0 HS Operating Rating
95.2 HS Inv. Rating Method
0 HS Inv. Method
36 H Operating Rating
0 H Inv. Rating Method
0 Future ADT
70080 Future ADT Year
2042 Bypass Detour
1.242742 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
23931 ODOT County
72 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-8ft. X 4ft. X 615 R.C.B., SK45RF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7298T0232 X H Index
100 Latitude
36:00:58.62 Longitude
-95:58:13.87 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
07.32 NBI Text
23931 Vault Link
http://plansrv1/bridgemaintvault/b23931 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
36.01628333 Longitude DD
-95.97051944 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
23261 x
-10683389.3552268 y
4302862.16452028 |
|||||||||||||||||||||||||||||||||||||
| 23930 | 7298T0221WX | 23930 | Tulsa | CREEK TP | ELM ST. UNDER | 7298T0221WX | 77ft. - 100ft. - 64ft. P.C. BEAM SPANS | 1991 | 36.01668889 | -95.97628056 | 241.142 | 58.501 | — | 3 | 0 | 3 | 55.499 | 5 - Prestressed Concrete | 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
23260 BRKEY
23930 NBI No.
23930 On Under
1 Structure No.
7298T0221WX Control No.
098 Lane Ind.
W Milepoint
02210 Facility Carried
CREEK TP Feature Intersected
ELM ST. UNDER Division
08 County
143 Location
07.02N 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
5 - Prestressed Concrete 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
73.8 HS Inv. Rating Method
1 HS Inv. Method
42.8 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
2605 Min Measured Clearance
2208 NBI Rating
23930 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
77ft. - 100ft. - 64ft. P.C. BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7298T0221WX H Index
92.146 Latitude
36:01:00.08 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
07.02 N NBI Text
23930 Vault Link
http://plansrv1/bridgemaintvault/b23930 GIS FO/SD
Meets Standards H Inv. Method
44.2 Latitude DD
36.01668889 Longitude DD
-95.97628056 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
23260 x
-10684030.6801716 y
4302917.98062168 |
|||||||||||||||||||||||||||||||||||||
| 23929 | 7298T0185WX | 23929 | Tulsa | CREEK TP | POLECAT CREEK | 7298T0185WX | 5 - 100ft. P.C. BEAM SPANS. | 1991 | 36.01481667 | -95.98283333 | 501.969 | 71.499 | — | 5 | 40 | 3 | 68.501 | 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
23259 BRKEY
23929 NBI No.
23929 On Under
1 Structure No.
7298T0185WX Control No.
098 Lane Ind.
W Milepoint
01850 Facility Carried
CREEK TP Feature Intersected
POLECAT CREEK Division
08 County
143 Location
06.67N 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
61.499 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
16850 ADT Year
2022 Design Load
HS 20 Skew
40 No. Main Spans
5 Road Width
68.501 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
71.499 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
69.4 HS Inv. Rating Method
1 HS Inv. Method
37.8 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
23929 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. P.C. BEAM SPANS. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7298T0185WX H Index
82.1498 Latitude
36:00:53.34 Longitude
-95:58:58.2 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 N NBI Text
23929 Vault Link
http://plansrv1/bridgemaintvault/b23929 GIS FO/SD
Meets Standards H Inv. Method
41.6 Latitude DD
36.01481667 Longitude DD
-95.98283333 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
23259 x
-10684760.1311912 y
4302660.31455734 |
|||||||||||||||||||||||||||||||||||||
| 23928 | 7298T0111WX | 23928 | Tulsa | CREEK TP | ELMWOOD ST & COAL CREEK | 7298T0111WX | 42ft. - 4 (75ft.) - 90ft. - 3 (100ft.) P.C.BEAM SPANS | 1991 | 36.00948611 | -95.994125 | 730.971 | 58.501 | — | 9 | 0 | 2 | 55.499 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.7 | 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
23258 BRKEY
23928 NBI No.
23928 On Under
1 Structure No.
7298T0111WX Control No.
098 Lane Ind.
W Milepoint
01110 Facility Carried
CREEK TP Feature Intersected
ELMWOOD ST & COAL CREEK Division
08 County
143 Location
05.88N Sufficiency
97.7 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
6 Vertical Clearance
Y 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
16850 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
9 Road Width
55.499 Ref. Underclearance Rt.
H Underclearance Right
4 Underclearance Left
4 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
42.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
730.971 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
7 Culv. Rating
N Structure Rating
7 Deck Geometry
9 Underclearance
4 Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
95.2 HS Inv. Rating Method
1 HS Inv. Method
34.9 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
1602 Max Measured Clearance
1905 Min Measured Clearance
1603 NBI Rating
23928 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
42ft. - 4 (75ft.) - 90ft. - 3 (100ft.) P.C.BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7298T0111WX H Index
96.2762 Latitude
36:00:34.15 Longitude
-95:59:38.85 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
05.88 N NBI Text
23928 Vault Link
http://plansrv1/bridgemaintvault/b23928 GIS FO/SD
Meets Standards H Inv. Method
30 Latitude DD
36.00948611 Longitude DD
-95.994125 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
23258 x
-10686017.1141458 y
4301926.72466863 |
|||||||||||||||||||||||||||||||||||||
| 23651 | 5510 1181 X | 23651 | Oklahoma | S.H. 66 | COON CREEK | 5510 1181 X | 55ft.-95ft.-55ft. PRESTRESSED CONC BM SPANS SK. 60 DEG. | 1994 | 35.666903 | -97.225608 | 208.819 | 42.001 | — | 3 | 30 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 90.7 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 17 - Collector (Urban) | B | 3600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
23244 BRKEY
23651 NBI No.
23651 On Under
1 Structure No.
5510 1181 X Control No.
010 Lane Ind.
Milepoint
11810 Facility Carried
S.H. 66 Feature Intersected
COON CREEK Division
04 County
109 Location
11.8 MI E OF JCT I-35 Sufficiency
90.7 Kind Hwy
3 Level Service
1 Route No.
00066 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
17 - Collector (Urban) Year Built
1994 ADT Total
3600 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
27.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
208.819 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.
3 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
62 HS Inv. Rating Method
1 HS Inv. Method
37 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5760 Future ADT Year
2042 Bypass Detour
34 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
23651 ODOT County
55 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
55ft.-95ft.-55ft. PRESTRESSED CONC BM SPANS SK. 60 DEG. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5510 1181 X H Index
99.7839 Latitude
35:40:00.85 Longitude
-97:13:32.19 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 66 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
23651 Vault Link
http://plansrv1/bridgemaintvault/b23651 GIS FO/SD
Meets Standards H Inv. Method
29 Latitude DD
35.666903 Longitude DD
-97.225608 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
6 Rural/Urban
Urban ARC_ID_NUM
23244 x
-10823105.1746264 y
4254884.00733166 |
|||||||||||||||||||||||||||||||||||||
| 23646 | 6404 3897 X | 23646 | Pushmataha | U.S. 271 | JACK FORK CREEK | 6404 3897 X | (3) 100ft. PC BEAM | 1992 | 34.60474167 | -95.33435 | 300 | 42.201 | — | 3 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98.4 | Very good (8) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 2200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
23222 BRKEY
23646 NBI No.
23646 On Under
1 Structure No.
6404 3897 X Control No.
004 Lane Ind.
Milepoint
38970 Facility Carried
U.S. 271 Feature Intersected
JACK FORK CREEK Division
02 County
127 Location
6.09 S LATIMER C/L Sufficiency
98.4 Kind Hwy
2 Level Service
1 Route No.
00271 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1992 ADT Total
2200 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
300 Deck Width
42.201 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
64 HS Inv. Rating Method
3 HS Inv. Method
47.1 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
3520 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
23646 ODOT County
64 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
1.099 Rt. Curb SW
1.099 Description
(3) 100ft. PC BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6404 3897 X H Index
99.9706 Latitude
34:36:17.07 Longitude
-95:20:03.66 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
030 NBI Text
23646 Vault Link
http://plansrv1/bridgemaintvault/b23646 GIS FO/SD
Meets Standards H Inv. Method
47 Latitude DD
34.60474167 Longitude DD
-95.33435 ODOT County Number
64 Maint. Dist.
2 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
23222 x
-10612571.2971077 y
4110296.00683212 |
|||||||||||||||||||||||||||||||||||||
| 23645 | 6404 3860 X | 23645 | Pushmataha | U.S. 271 | JACK FORK CREEK OVERFLOW | 6404 3860 X | (3) 8ft. X 4ft. X 101.5ft. LONG RCB | 1992 | 34.60126111 | -95.33891389 | 27.999 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 98.4 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 2200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
23221 BRKEY
23645 NBI No.
23645 On Under
1 Structure No.
6404 3860 X Control No.
004 Lane Ind.
Milepoint
38600 Facility Carried
U.S. 271 Feature Intersected
JACK FORK CREEK OVERFLOW Division
02 County
127 Location
6.46 S LATIMER C/L Sufficiency
98.4 Kind Hwy
2 Level Service
1 Route No.
00271 Service Type On
1 Service Type Off
9 Vertical Clearance
N Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1992 ADT Total
2200 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
7 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
27.999 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3520 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
23645 ODOT County
64 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(3) 8ft. X 4ft. X 101.5ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6404 3860 X H Index
98.9179 Latitude
34:36:04.54 Longitude
-95:20:20.09 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 271 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
029 NBI Text
23645 Vault Link
http://plansrv1/bridgemaintvault/b23645 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
34.60126111 Longitude DD
-95.33891389 ODOT County Number
64 Maint. Dist.
2 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
23221 x
-10613079.3470186 y
4109825.28510918 |
|||||||||||||||||||||||||||||||||||||
| 23644 | 6404 3820 X | 23644 | Pushmataha | U.S. 271 | CREEK | 6404 3820 X | (3) 45ft. PC BEAM | 1992 | 34.59725 | -95.344439 | 135 | 42.201 | — | 3 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98.3 | Very good (8) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 2300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
23220 BRKEY
23644 NBI No.
23644 On Under
1 Structure No.
6404 3820 X Control No.
004 Lane Ind.
Milepoint
38200 Facility Carried
U.S. 271 Feature Intersected
CREEK Division
02 County
127 Location
6.86 S LATIMER C/L Sufficiency
98.3 Kind Hwy
2 Level Service
1 Route No.
00271 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1992 ADT Total
2300 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
135 Deck Width
42.201 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
52.2 HS Inv. Rating Method
3 HS Inv. Method
40.3 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
3680 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
23644 ODOT County
64 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
1.099 Rt. Curb SW
1.099 Description
(3) 45ft. PC BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6404 3820 X H Index
97.5462 Latitude
34:35:50.1 Longitude
-95:20:39.98 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
028 NBI Text
23644 Vault Link
http://plansrv1/bridgemaintvault/b23644 GIS FO/SD
Meets Standards H Inv. Method
40.2 Latitude DD
34.59725 Longitude DD
-95.344439 ODOT County Number
64 Maint. Dist.
2 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
23220 x
-10613694.3994503 y
4109282.83462612 |
|||||||||||||||||||||||||||||||||||||
| 23643 | 6404 0869 X | 23643 | Pushmataha | U.S. 271 | CHICKASAW CREEK | 6404 0869 X | 50ft. - 60ft. - 40ft. PC BEAM | 1992 | 34.31126667 | -95.52835556 | 150 | 42.201 | — | 3 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 80.7 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 1500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
23219 BRKEY
23643 NBI No.
23643 On Under
1 Structure No.
6404 0869 X Control No.
004 Lane Ind.
Milepoint
08690 Facility Carried
U.S. 271 Feature Intersected
CHICKASAW CREEK Division
02 County
127 Location
8.69 N JCT SH-3 Sufficiency
80.7 Kind Hwy
2 Level Service
1 Route No.
00271 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1992 ADT Total
1500 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
150 Deck Width
42.201 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
7 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
3 HS Operating Rating
45.1 HS Inv. Rating Method
3 HS Inv. Method
34.8 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
2400 Future ADT Year
2042 Bypass Detour
123.652866 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
23643 ODOT County
64 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
1.099 Rt. Curb SW
1.099 Description
50ft. - 60ft. - 40ft. PC BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6404 0869 X H Index
98.9416 Latitude
34:18:40.56 Longitude
-95:31:42.08 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
007 NBI Text
23643 Vault Link
http://plansrv1/bridgemaintvault/b23643 GIS FO/SD
Meets Standards H Inv. Method
34.7 Latitude DD
34.31126667 Longitude DD
-95.52835556 ODOT County Number
64 Maint. Dist.
2 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
23219 x
-10634167.897258 y
4070674.505881 |
|||||||||||||||||||||||||||||||||||||
| 23642 | 6404 0537 X | 23642 | Pushmataha | U.S. 271 | LITTLE CEDAR CREEK | 6404 0537 X | 45ft. - 60ft. - 45ft. PC BEAM | 1992 | 34.28764444 | -95.5784 | 150 | 42.201 | — | 3 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99.4 | Very good (8) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 1900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
23218 BRKEY
23642 NBI No.
23642 On Under
1 Structure No.
6404 0537 X Control No.
004 Lane Ind.
Milepoint
05370 Facility Carried
U.S. 271 Feature Intersected
LITTLE CEDAR CREEK Division
02 County
127 Location
5.37 N JCT SH-3 Sufficiency
99.4 Kind Hwy
2 Level Service
1 Route No.
00271 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1992 ADT Total
1900 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
150 Deck Width
42.201 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
53.3 HS Inv. Rating Method
3 HS Inv. Method
39.2 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
3040 Future ADT Year
2042 Bypass Detour
4 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
23642 ODOT County
64 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
1.099 Rt. Curb SW
1.099 Description
45ft. - 60ft. - 45ft. PC BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6404 0537 X H Index
98.9416 Latitude
34:17:15.52 Longitude
-95:34:42.24 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
006 NBI Text
23642 Vault Link
http://plansrv1/bridgemaintvault/b23642 GIS FO/SD
Meets Standards H Inv. Method
39.1 Latitude DD
34.28764444 Longitude DD
-95.5784 ODOT County Number
64 Maint. Dist.
2 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
23218 x
-10639738.8188358 y
4067491.3524677 |
|||||||||||||||||||||||||||||||||||||
| 22618 | 2216 0077 X | 22618 | Dewey | U.S. 270 | CHEYENNE CREEK | 2216 0077 X | 100ft. P/S CONC. BEAM SPAN | 1990 | 36.13596944 | -98.91565 | 100.066 | 70 | — | 1 | 0 | 4 | 68.002 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 84.4 | 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 | 4500 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
23207 BRKEY
22618 NBI No.
22618 On Under
1 Structure No.
2216 0077 X Control No.
016 Lane Ind.
Milepoint
00770 Facility Carried
U.S. 270 Feature Intersected
CHEYENNE CREEK Division
05 County
043 Location
0.8 MI SE JCT U.S. 60 Sufficiency
84.4 Kind Hwy
2 Level Service
1 Route No.
00270 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
68.002 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
1990 ADT Total
4500 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
1 Road Width
68.002 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
68.002 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
100.066 Deck Width
70 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
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
85 HS Inv. Rating Method
1 HS Inv. Method
38 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
7200 Future ADT Year
2042 Bypass Detour
57.787521 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
22618 ODOT County
22 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
2216 0077 X H Index
99.9358 Latitude
36:08:09.49 Longitude
-98:54:56.34 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 270 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
22618 Vault Link
http://plansrv1/bridgemaintvault/b22618 GIS FO/SD
Meets Standards H Inv. Method
26 Latitude DD
36.13596944 Longitude DD
-98.91565 ODOT County Number
22 Maint. Dist.
5 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
23207 x
-11011239.7894857 y
4319346.72235805 |
|||||||||||||||||||||||||||||||||||||
| 22800 | 7112 1727 X | 22800 | Tillman | S.H. 5 | SUTTLE CREEK | 7112 1727 X | 66ft. P/S CONC. BEAM SPAN | 1991 | 34.39193611 | -99.04443056 | 65.945 | 42.201 | — | 1 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99.7 | Very good (8) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
23150 BRKEY
22800 NBI No.
22800 On Under
1 Structure No.
7112 1727 X Control No.
012 Lane Ind.
Milepoint
17270 Facility Carried
S.H. 5 Feature Intersected
SUTTLE CREEK Division
05 County
141 Location
1.5 MI W JCT U.S. 183 Sufficiency
99.7 Kind Hwy
3 Level Service
1 Route No.
00005 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1991 ADT Total
1400 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
32.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
65.945 Deck Width
42.201 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
6 Culv. Rating
N Structure Rating
8 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
63.1 HS Inv. Rating Method
1 HS Inv. Method
37.8 H Operating Rating
1 H Inv. Rating Method
5 Future ADT
2240 Future ADT Year
2042 Bypass Detour
3.106856 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
22800 ODOT County
71 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
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
66ft. P/S CONC. BEAM SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7112 1727 X H Index
99.7989 Latitude
34:23:30.97 Longitude
-99:02:39.95 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 5 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
22800 Vault Link
http://plansrv1/bridgemaintvault/b22800 GIS FO/SD
Meets Standards H Inv. Method
28.1 Latitude DD
34.39193611 Longitude DD
-99.04443056 ODOT County Number
71 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
23150 x
-11025575.5758489 y
4081551.66964522 |
|||||||||||||||||||||||||||||||||||||
| 22692 | 5563 0762 X | 22692 | Oklahoma | S.H. 74 (PORTLAND) | CREEK | 55N3040E0960007 | 2-10ft. X 6ft. X 550ft. RCB, SK30LF | 1978 | 35.61516389 | -97.58486389 | 24.301 | 0 | — | 2 | 30 | 10 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 80.3 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 16 - Minor Arterial (Urban) | B | 25900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
23120 BRKEY
22692 NBI No.
22692 On Under
1 Structure No.
5563 0762 X Control No.
063 Lane Ind.
Milepoint
07620 Facility Carried
S.H. 74 (PORTLAND) Feature Intersected
CREEK Division
04 County
109 Location
.7S OF NW 150 Sufficiency
80.3 Kind Hwy
3 Level Service
1 Route No.
00074 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
99.9 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
16 - Minor Arterial (Urban) Year Built
1978 ADT Total
25900 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
10 Fill RCB
15 Appr. Roadway Width
146.001 Span Type Main
M Material
1 - Concrete Design
19 Length
24.301 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.053 HS Inv. Rating Method
2 HS Inv. Method
36.046 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
41440 Future ADT Year
2042 Bypass Detour
2 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
22692 ODOT County
55 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft. X 6ft. X 550ft. RCB, SK30LF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
55N3040E0960007 H Index
97.4118 Latitude
35:36:54.59 Longitude
-97:35:05.51 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 74 (PORTLAND) Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
22692 Vault Link
http://plansrv1/bridgemaintvault/b22692 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
35.61516389 Longitude DD
-97.58486389 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
23120 x
-10863097.3573657 y
4247796.9055477 |
|||||||||||||||||||||||||||||||||||||
| 22593 | 3704 0740 X | 22593 | Kingfisher | U.S. 81 | CREEK | 3704 0740 X | 4-20ft.X 6ft.X 138ft. R.C.B. SK. 45 DEG. W/ CURTAIN WALLS | 1990 | 35.97026389 | -97.91315833 | 119.61 | 0 | — | 4 | 45 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 69.5 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
23110 BRKEY
22593 NBI No.
22593 On Under
1 Structure No.
3704 0740 X Control No.
004 Lane Ind.
Milepoint
07400 Facility Carried
U.S. 81 Feature Intersected
CREEK Division
04 County
073 Location
7.4 MI N JCT SH 33 Sufficiency
69.5 Kind Hwy
2 Level Service
1 Route No.
00081 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
99.9 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1990 ADT Total
5000 ADT Year
2022 Design Load
HS 20 Skew
45 No. Main Spans
4 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
FG Appr. Roadway Width
72.1 Span Type Main
M Material
1 - Concrete Design
19 Length
119.61 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2042 Bypass Detour
54.680665 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
22593 ODOT County
37 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
4-20ft.X 6ft.X 138ft. R.C.B. SK. 45 DEG. W/ CURTAIN WALLS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3704 0740 X H Index
95.117 Latitude
35:58:12.95 Longitude
-97:54:47.37 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 81 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
22593 Vault Link
http://plansrv1/bridgemaintvault/b22593 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
35.97026389 Longitude DD
-97.91315833 ODOT County Number
37 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
23110 x
-10899642.9272568 y
4296530.50020755 |
|||||||||||||||||||||||||||||||||||||
| 22499 | 3904 1380 X | 22499 | Latimer | U.S. 270 | CREEK | 3904 1380 X | (3) 10ft. X 10ft. X 84ft. RCB SK 30° | 1990 | 34.95061667 | -95.08646111 | 39.301 | 0 | — | 3 | 30 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 95.2 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 3000 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
23106 BRKEY
22499 NBI No.
22499 On Under
1 Structure No.
3904 1380 X Control No.
004 Lane Ind.
Milepoint
13800 Facility Carried
U.S. 270 Feature Intersected
CREEK Division
02 County
077 Location
13.80 E JCT SH-2 Sufficiency
95.2 Kind Hwy
2 Level Service
1 Route No.
00270 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
36.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1990 ADT Total
3000 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
36.001 Span Type Main
M Material
1 - Concrete Design
19 Length
39.301 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4800 Future ADT Year
2042 Bypass Detour
8.077825 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
22499 ODOT County
39 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
1.001 Rt. Curb SW
1.001 Description
(3) 10ft. X 10ft. X 84ft. RCB SK 30° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3904 1380 X H Index
98.0068 Latitude
34:57:02.22 Longitude
-95:05:11.26 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 270 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
009 NBI Text
22499 Vault Link
http://plansrv1/bridgemaintvault/b22499 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
34.95061667 Longitude DD
-95.08646111 ODOT County Number
39 Maint. Dist.
2 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
23106 x
-10584976.4320996 y
4157172.1702069 |
|||||||||||||||||||||||||||||||||||||
| 22686 | 5414 0233 X | 22686 | Okfuskee | S.H. 56 | N. CANADIAN RIVER | 5414 0233 X | 15-100ft. PRESTRESSED | 1990 | 35.42931667 | -96.40905556 | 1500 | 34 | — | 15 | 0 | 2 | 32 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 88.4 | Fair (5) | Good (7) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 920 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
23096 BRKEY
22686 NBI No.
22686 On Under
1 Structure No.
5414 0233 X Control No.
014 Lane Ind.
Milepoint
02330 Facility Carried
S.H. 56 Feature Intersected
N. CANADIAN RIVER Division
03 County
107 Location
2.5 MI E SEMINOLE CO Sufficiency
88.4 Kind Hwy
3 Level Service
1 Route No.
00056 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
32 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1990 ADT Total
920 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
15 Road Width
32 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
32 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
1500 Deck Width
34 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
5 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
98 HS Inv. Rating Method
1 HS Inv. Method
37 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1472 Future ADT Year
2042 Bypass Detour
8.077825 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
22686 ODOT County
54 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
15-100ft. PRESTRESSED Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5414 0233 X H Index
95.8012 Latitude
35:25:45.54 Longitude
-96:24:32.6 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 56 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
22686 Vault Link
http://plansrv1/bridgemaintvault/b22686 GIS FO/SD
Meets Standards H Inv. Method
25 Latitude DD
35.42931667 Longitude DD
-96.40905556 ODOT County Number
54 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
23096 x
-10732206.9727996 y
4222377.70271469 |
|||||||||||||||||||||||||||||||||||||
| 22685 | 3408 0860 X | 22685 | Jefferson | U.S. 81 | UP R.R. & COW CREEK | 3408 0860 X | 10 - 101ft. PC BEAM SPANS | 1990 | 34.27694722 | -97.96152222 | 1011.155 | 46.001 | — | 10 | 0 | 2 | 43.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 83.9 | 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 | 2800 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
23095 BRKEY
22685 NBI No.
22685 On Under
1 Structure No.
3408 0860 X Control No.
008 Lane Ind.
Milepoint
08600 Facility Carried
U.S. 81 Feature Intersected
UP R.R. & COW CREEK Division
07 County
067 Location
8.7 MI N JCT US70 Sufficiency
83.9 Kind Hwy
2 Level Service
1 Route No.
00081 Service Type On
1 Service Type Off
7 Vertical Clearance
N Horizontal Clearance
43.999 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
1990 ADT Total
2800 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
10 Road Width
43.999 Ref. Underclearance Rt.
R Underclearance Right
14.8 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
1011.155 Deck Width
46.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
2 Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
90 HS Inv. Rating Method
1 HS Inv. Method
51 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4480 Future ADT Year
2042 Bypass Detour
52.816551 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
22685 ODOT County
34 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
10 - 101ft. PC BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3408 0860 X H Index
97.7933 Latitude
34:16:37.01 Longitude
-97:57:41.48 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 81 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
036 NBI Text
22685 Vault Link
http://plansrv1/bridgemaintvault/b22685 GIS FO/SD
FO H Inv. Method
34 Latitude DD
34.27694722 Longitude DD
-97.96152222 ODOT County Number
34 Maint. Dist.
7 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
23095 x
-10905026.7708643 y
4066050.17022316 |
|||||||||||||||||||||||||||||||||||||
| 22683 | 6732 1051WX | 22683 | Seminole | S.H. 99 | N. CANADIAN RIVER | 6732 1051 X | 3-100ft.,110ft.,4-100ft. P | 1990 | 35.39895278 | -96.67052778 | 812 | 42 | — | 8 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 100 | Satisfactory (6) | Satisfactory (6) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 2850 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
23093 BRKEY
22683 NBI No.
22683 On Under
1 Structure No.
6732 1051WX Control No.
032 Lane Ind.
W Milepoint
10510 Facility Carried
S.H. 99 Feature Intersected
N. CANADIAN RIVER Division
03 County
133 Location
POTT-SEMINOLE C/L Sufficiency
100 Kind Hwy
3 Level Service
1 Route No.
00099 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1990 ADT Total
2850 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
8 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
812 Deck Width
42 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
7 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
103.1 HS Inv. Rating Method
1 HS Inv. Method
46.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4560 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
22683 ODOT County
67 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
3-100ft.,110ft.,4-100ft. P Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6732 1051 X H Index
95.2021 Latitude
35:23:56.23 Longitude
-96:40:13.9 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 99 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
22683 Vault Link
http://plansrv1/bridgemaintvault/b22683 GIS FO/SD
Meets Standards H Inv. Method
30.2 Latitude DD
35.39895278 Longitude DD
-96.67052778 ODOT County Number
67 Maint. Dist.
3 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
23093 x
-10761313.9271866 y
4218230.2724944 |
|||||||||||||||||||||||||||||||||||||
| 22682 | 6718 1133 X | 22682 | Seminole | S.H. 56 | LITTLE RIVER | 6718 1133 X | 5-100ft. PRESTRESSED C | 1990 | 34.964994 | -96.512814 | 500 | 42.001 | — | 5 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95.4 | 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 | 820 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
23092 BRKEY
22682 NBI No.
22682 On Under
1 Structure No.
6718 1133 X Control No.
018 Lane Ind.
Milepoint
11330 Facility Carried
S.H. 56 Feature Intersected
LITTLE RIVER Division
03 County
133 Location
1.2 MI N SASAKWA Sufficiency
95.4 Kind Hwy
3 Level Service
1 Route No.
00056 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1990 ADT Total
820 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
5 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
500 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.
1 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
5 Culv. Rating
N Structure Rating
7 Deck Geometry
8 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
73 HS Inv. Rating Method
1 HS Inv. Method
30.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1312 Future ADT Year
2042 Bypass Detour
24.233476 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
22682 ODOT County
67 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
5-100ft. PRESTRESSED C Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6718 1133 X H Index
97.5584 Latitude
34:57:53.98 Longitude
-96:30:46.13 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 56 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
22682 Vault Link
http://plansrv1/bridgemaintvault/b22682 GIS FO/SD
Meets Standards H Inv. Method
21 Latitude DD
34.964994 Longitude DD
-96.512814 ODOT County Number
67 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
23092 x
-10743757.3095059 y
4159124.98548012 |
|||||||||||||||||||||||||||||||||||||
| 22681 | 4922 0181NX | 22681 | Mayes | U.S. 412 W.B. | CHOUTEAU CREEK | 4922 0181NX | 5-100ft. PRESTRESSED C | 1990 | 36.17423889 | -95.31134167 | 500 | 41 | — | 5 | 0 | 2 | 38 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 92.9 | Satisfactory (6) | Satisfactory (6) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 6650 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
23091 BRKEY
22681 NBI No.
22681 On Under
1 Structure No.
4922 0181NX Control No.
022 Lane Ind.
N Milepoint
01810 Facility Carried
U.S. 412 W.B. Feature Intersected
CHOUTEAU CREEK Division
08 County
097 Location
1.8 MI E OF US 69 Sufficiency
92.9 Kind Hwy
2 Level Service
1 Route No.
00412 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
38 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
1990 ADT Total
6650 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
5 Road Width
38 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
500 Deck Width
41 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
6 Super Rating
7 Sub Rating
6 Chan. Rating
7 Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
77 HS Inv. Rating Method
1 HS Inv. Method
38 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
10640 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
22681 ODOT County
49 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
5-100ft. PRESTRESSED C Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4922 0181NX H Index
96.4387 Latitude
36:10:27.26 Longitude
-95:18:40.83 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 412 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
22681 Vault Link
http://plansrv1/bridgemaintvault/b22681 GIS FO/SD
Meets Standards H Inv. Method
19 Latitude DD
36.17423889 Longitude DD
-95.31134167 ODOT County Number
49 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
23091 x
-10610010.0215281 y
4324622.93648077 |
|||||||||||||||||||||||||||||||||||||
| 22680 | 4922 0181SX | 22680 | Mayes | U.S. 412 E.B. | CHOUTEAU CREEK | 4922 0181SX | 5-100ft. PRESTRESSED C | 1990 | 36.17388056 | -95.31128056 | 500 | 40 | — | 5 | 0 | 2 | 38 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 86.9 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 6600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
23072 BRKEY
22680 NBI No.
22680 On Under
1 Structure No.
4922 0181SX Control No.
022 Lane Ind.
S Milepoint
01810 Facility Carried
U.S. 412 E.B. Feature Intersected
CHOUTEAU CREEK Division
08 County
097 Location
1.8 MI E OF US 69 Sufficiency
86.9 Kind Hwy
2 Level Service
1 Route No.
00412 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
38 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
1990 ADT Total
6600 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
5 Road Width
38 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
500 Deck Width
40 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
6 Super Rating
6 Sub Rating
6 Chan. Rating
7 Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
77 HS Inv. Rating Method
1 HS Inv. Method
28 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
10560 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
22680 ODOT County
49 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
5-100ft. PRESTRESSED C Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4922 0181SX H Index
94.3234 Latitude
36:10:25.97 Longitude
-95:18:40.61 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 412 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
22680 Vault Link
http://plansrv1/bridgemaintvault/b22680 GIS FO/SD
Meets Standards H Inv. Method
19 Latitude DD
36.17388056 Longitude DD
-95.31128056 ODOT County Number
49 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
23072 x
-10610003.218794 y
4324573.5215301 |
|||||||||||||||||||||||||||||||||||||
| 22677 | 1936 0173 X | 22677 | Creek | S.H. 117 | POLECAT CREEK | 1936 0173 X | 4-100 PRESTRESSED CO | 1990 | 35.988253 | -96.082908 | 399.666 | 73 | — | 4 | 0 | 4 | 70 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 81.2 | Good (7) | Satisfactory (6) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 16 - Minor Arterial (Urban) | B | 13500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
23069 BRKEY
22677 NBI No.
22677 On Under
1 Structure No.
1936 0173 X Control No.
036 Lane Ind.
Milepoint
01730 Facility Carried
S.H. 117 Feature Intersected
POLECAT CREEK Division
08 County
037 Location
1.7 MI E JCT US 75A Sufficiency
81.2 Kind Hwy
3 Level Service
1 Route No.
00117 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
70 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
16 - Minor Arterial (Urban) Year Built
1990 ADT Total
13500 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
4 Road Width
70 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
76 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
399.666 Deck Width
73 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
7 Sub Rating
7 Chan. Rating
6 Culv. Rating
N Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
94 HS Inv. Rating Method
1 HS Inv. Method
45 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
21600 Future ADT Year
2042 Bypass Detour
11.806053 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
22677 ODOT County
19 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
4-100 PRESTRESSED CO Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1936 0173 X H Index
93.3235 Latitude
35:59:17.71 Longitude
-96:04:58.47 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 117 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
22677 Vault Link
http://plansrv1/bridgemaintvault/b22677 GIS FO/SD
Meets Standards H Inv. Method
31 Latitude DD
35.988253 Longitude DD
-96.082908 ODOT County Number
19 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
23069 x
-10695900.3924969 y
4299005.12332272 |
|||||||||||||||||||||||||||||||||||||
| 22675 | 6336 0008WX | 22675 | Pottawatomie | S.H. 99 SB | SHAN CREEK / N. CAN. O'F | 6336 0008 X | 3-100ft. PRESTRESSED C | 1990 | 35.40206667 | -96.67007222 | 301.837 | 41.995 | — | 3 | 0 | 2 | 40.026 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 100 | 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 | 2850 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
23067 BRKEY
22675 NBI No.
22675 On Under
1 Structure No.
6336 0008WX Control No.
036 Lane Ind.
W Milepoint
00080 Facility Carried
S.H. 99 SB Feature Intersected
SHAN CREEK / N. CAN. O'F Division
03 County
125 Location
0.1 MI N SEMINOLE CO Sufficiency
100 Kind Hwy
3 Level Service
1 Route No.
00099 Service Type On
1 Service Type Off
9 Vertical Clearance
N Horizontal Clearance
39.698 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
1990 ADT Total
2850 ADT Year
2022 Design Load
HS 20 Skew
0 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
5 - Prestressed Concrete Design
02 Length
301.837 Deck Width
41.995 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
103.3 HS Inv. Rating Method
1 HS Inv. Method
51.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4560 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
22675 ODOT County
63 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-100ft. PRESTRESSED C Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6336 0008 X H Index
99.1122 Latitude
35:24:07.44 Longitude
-96:40:12.26 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 99 SB Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
22675 Vault Link
http://plansrv1/bridgemaintvault/b22675 GIS FO/SD
Meets Standards H Inv. Method
35.1 Latitude DD
35.40206667 Longitude DD
-96.67007222 ODOT County Number
63 Maint. Dist.
3 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
23067 x
-10761263.2144794 y
4218655.52954326 |
|||||||||||||||||||||||||||||||||||||
| 22776 | 2144T1484 X | 22776 | Delaware | CHEROKEE TP | CREEK | 2144T1484 X | 12ft.-14ft.-12ft. X 6ft. X 181ft. SK60LF | 1991 | 36.20227222 | -94.75339722 | 46.201 | 181.001 | — | 3 | 30 | 4 | 178.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 81.8 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 02 - Principal Arterial Other (Rural) | S | 6300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
23054 BRKEY
22776 NBI No.
22776 On Under
1 Structure No.
2144T1484 X Control No.
044 Lane Ind.
Milepoint
14840 Facility Carried
CHEROKEE TP Feature Intersected
CREEK Division
08 County
041 Location
14.84 MI E OF C/L Sufficiency
81.8 Kind Hwy
8 Level Service
1 Route No.
00412 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
44 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
6300 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
178.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
4 Fill RCB
3 Appr. Roadway Width
108.999 Span Type Main
M Material
1 - Concrete Design
19 Length
46.201 Deck Width
181.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 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
10080 Future ADT Year
2042 Bypass Detour
44.738726 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
22776 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.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
12ft.-14ft.-12ft. X 6ft. X 181ft. SK60LF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2144T1484 X H Index
96.436 Latitude
36:12:08.18 Longitude
-94:45:12.23 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
CHEROKEE TP Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
30.54 NBI Text
22776 Vault Link
http://plansrv1/bridgemaintvault/b22776 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
36.20227222 Longitude DD
-94.75339722 ODOT County Number
21 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
23054 x
-10547899.9294632 y
4328489.53066968 |
|||||||||||||||||||||||||||||||||||||
| 22775 | 4950T0459 X | 22775 | Mayes | CHEROKEE TP | CREEK | 4950T0503 X | 13ft.-17ft.-13ft.X5ft.X183ft. R.C.B., SK 71ft. RF | 1991 | 36.183936 | -95.188683 | 47.001 | 183.501 | — | 3 | 19 | 4 | 181.499 | 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 | 02 - Principal Arterial Other (Rural) | S | 9400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
23053 BRKEY
22775 NBI No.
22775 On Under
1 Structure No.
4950T0459 X Control No.
050 Lane Ind.
Milepoint
04590 Facility Carried
CHEROKEE TP Feature Intersected
CREEK Division
08 County
097 Location
5.03 MI.NE OF TP GATE Sufficiency
77 Kind Hwy
8 Level Service
1 Route No.
00412 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
47 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
9400 ADT Year
2022 Design Load
HS 20 Skew
19 No. Main Spans
3 Road Width
181.499 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
4 Fill RCB
8 Appr. Roadway Width
108.999 Span Type Main
M Material
1 - Concrete Design
19 Length
47.001 Deck Width
183.501 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
8 Structure Rating
8 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
0 HS Operating Rating
60.1 HS Inv. Rating Method
0 HS Inv. Method
36 H Operating Rating
0 H Inv. Rating Method
0 Future ADT
15040 Future ADT Year
2042 Bypass Detour
123.652866 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
22775 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.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
13ft.-17ft.-13ft.X5ft.X183ft. R.C.B., SK 71ft. RF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4950T0503 X H Index
98.68 Latitude
36:11:02.17 Longitude
-95:11:19.26 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
CHEROKEE TP Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
05.03 NBI Text
22775 Vault Link
http://plansrv1/bridgemaintvault/b22775 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
36.183936 Longitude DD
-95.188683 ODOT County Number
49 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
23053 x
-10596355.7208423 y
4325960.28742244 |
|||||||||||||||||||||||||||||||||||||
| 22774 | 7298T0299 X | 22774 | Tulsa | CREEK TP | LEWIS AVE ACCESS UNDER | 7298T0299 X | TUNNEL- 36ft. CONCRETE SLAB SPAN | 1991 | 36.01655 | -95.96303889 | 36.001 | 121.001 | — | 1 | 0 | 6 | 117.999 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 76 | 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 | 43800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
23052 BRKEY
22774 NBI No.
22774 On Under
1 Structure No.
7298T0299 X Control No.
098 Lane Ind.
Milepoint
02990 Facility Carried
CREEK TP Feature Intersected
LEWIS AVE ACCESS UNDER Division
08 County
143 Location
07.75 Sufficiency
76 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y 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
43800 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
1 Road Width
117.999 Ref. Underclearance Rt.
H Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
6 Fill RCB
0 Appr. Roadway Width
116.001 Span Type Main
M Material
1 - Concrete Design
01 Length
36.001 Deck Width
121.001 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
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
9 Underclearance
3 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
218.9 HS Inv. Rating Method
1 HS Inv. Method
131 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
70080 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
1603 Max Measured Clearance
1705 Min Measured Clearance
1611 NBI Rating
22774 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
2 Lft. Curb SW
0 Rt. Curb SW
0 Description
TUNNEL- 36ft. CONCRETE SLAB SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7298T0299 X H Index
100 Latitude
36:00:59.58 Longitude
-95:57:46.94 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
CREEK TP Scour
N Design Structure
1 - Slab FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
07.75 NBI Text
22774 Vault Link
http://plansrv1/bridgemaintvault/b22774 GIS FO/SD
FO H Inv. Method
86.8 Latitude DD
36.01655 Longitude DD
-95.96303889 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
23052 x
-10682556.6242099 y
4302898.86554268 |
|||||||||||||||||||||||||||||||||||||
| 22773 | 4456 0070 X | 22773 | McClain | S.H. 24 | CREEK | 4456 0070 X | (13ft.-17ft.-13ft.)X 5ft.X 6 | 1991 | 34.85537778 | -97.41796111 | 46.916 | 23.999 | — | 3 | 0 | 2 | 23.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 89.8 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
23051 BRKEY
22773 NBI No.
22773 On Under
1 Structure No.
4456 0070 X Control No.
056 Lane Ind.
Milepoint
00700 Facility Carried
S.H. 24 Feature Intersected
CREEK Division
03 County
087 Location
0.7 MI W SH 74 Sufficiency
89.8 Kind Hwy
3 Level Service
1 Route No.
00024 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
1991 ADT Total
300 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
46.916 Deck Width
23.999 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
480 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
22773 ODOT County
44 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
(13ft.-17ft.-13ft.)X 5ft.X 6 Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4456 0070 X H Index
98.35 Latitude
34:51:19.36 Longitude
-97:25:04.66 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 24 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
22773 Vault Link
http://plansrv1/bridgemaintvault/b22773 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
34.85537778 Longitude DD
-97.41796111 ODOT County Number
44 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
23051 x
-10844517.8248841 y
4144244.88882844 |
|||||||||||||||||||||||||||||||||||||
| 22674 | 7278 1072NX | 22674 | Tulsa | I-44 WB | 21ST ST. UNDER | 7278 1072NX | 77ft.,134ft.,77ft.CONPLT G | 1990 | 36.13320556 | -95.86914722 | 288.058 | 67.585 | — | 3 | 50 | 4 | 63.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95.7 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 30350 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
23048 BRKEY
22674 NBI No.
22674 On Under
1 Structure No.
7278 1072NX Control No.
078 Lane Ind.
N Milepoint
10720 Facility Carried
I-44 WB Feature Intersected
21ST ST. UNDER Division
08 County
143 Location
2.1 MI E JCT SH 51 Sufficiency
95.7 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
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
1990 ADT Total
30350 ADT Year
2022 Design Load
HS 20 Skew
50 No. Main Spans
3 Road Width
63.999 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
0 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
63.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
288.058 Deck Width
67.585 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
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
5 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
86.5 HS Inv. Rating Method
1 HS Inv. Method
51.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
48560 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1808 Max Measured Clearance
1902 Min Measured Clearance
1900 NBI Rating
22674 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
77ft.,134ft.,77ft.CONPLT G Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7278 1072NX H Index
97.9435 Latitude
36:07:59.54 Longitude
-95:52:08.93 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-44 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
22674 Vault Link
http://plansrv1/bridgemaintvault/b22674 GIS FO/SD
Meets Standards H Inv. Method
32.2 Latitude DD
36.13320556 Longitude DD
-95.86914722 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
23048 x
-10672104.6513158 y
4318965.76552391 |
|||||||||||||||||||||||||||||||||||||
| 22673 | 7278 1060SX | 22673 | Tulsa | I-44 | MINGO CREEK | 7278 1060SX | 90ft.,100ft.,90ft. PCB SPA | 1990 | 36.13176389 | -95.87051667 | 279.856 | 66.929 | — | 3 | 30 | 4 | 63.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 96.8 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 27600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
23047 BRKEY
22673 NBI No.
22673 On Under
1 Structure No.
7278 1060SX Control No.
078 Lane Ind.
S Milepoint
10600 Facility Carried
I-44 Feature Intersected
MINGO CREEK Division
08 County
143 Location
2 MI E JCT SH 51 Sufficiency
96.8 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
5 Vertical Clearance
_ 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
1990 ADT Total
27600 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
63.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
63.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
279.856 Deck Width
66.929 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
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
96.1 HS Inv. Rating Method
1 HS Inv. Method
42.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
44160 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
22673 ODOT County
72 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
90ft.,100ft.,90ft. PCB SPA Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7278 1060SX H Index
97.9383 Latitude
36:07:54.35 Longitude
-95:52:13.86 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-44 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
22673 Vault Link
http://plansrv1/bridgemaintvault/b22673 GIS FO/SD
Meets Standards H Inv. Method
28.9 Latitude DD
36.13176389 Longitude DD
-95.87051667 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
23047 x
-10672257.0977924 y
4318767.05960221 |
|||||||||||||||||||||||||||||||||||||
| 22672 | 7278 1060NX | 22672 | Tulsa | I-44 | MINGO CREEK | 7278 1060NX | 90ft.,100ft.,90ft.PCB SPAN | 1990 | 36.13216667 | -95.87061667 | 279.856 | 66.929 | — | 3 | 30 | 4 | 63.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 96.7 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 30350 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
23046 BRKEY
22672 NBI No.
22672 On Under
1 Structure No.
7278 1060NX Control No.
078 Lane Ind.
N Milepoint
10600 Facility Carried
I-44 Feature Intersected
MINGO CREEK Division
08 County
143 Location
2 MI E JCT SH 51 Sufficiency
96.7 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
5 Vertical Clearance
_ 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
1990 ADT Total
30350 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
63.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
63.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
279.856 Deck Width
66.929 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
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
96.1 HS Inv. Rating Method
1 HS Inv. Method
42.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
48560 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
22672 ODOT County
72 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
90ft.,100ft.,90ft.PCB SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7278 1060NX H Index
99.5655 Latitude
36:07:55.8 Longitude
-95:52:14.22 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-44 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
22672 Vault Link
http://plansrv1/bridgemaintvault/b22672 GIS FO/SD
Meets Standards H Inv. Method
28.9 Latitude DD
36.13216667 Longitude DD
-95.87061667 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
23046 x
-10672268.2297415 y
4318822.57455459 |
|||||||||||||||||||||||||||||||||||||
| 22670 | 5604 1118WX | 22670 | Okmulgee | U.S. 62 | BNSF R.R. UNDER | 5604 1118WX | (3) 85ft. PC BEAM SK 34° | 1990 | 35.58981389 | -95.96018056 | 255 | 41.001 | — | 3 | 56 | 2 | 37.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99.9 | Satisfactory (6) | Good (7) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 8050 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
23044 BRKEY
22670 NBI No.
22670 On Under
1 Structure No.
5604 1118WX Control No.
004 Lane Ind.
W Milepoint
11180 Facility Carried
U.S. 62 Feature Intersected
BNSF R.R. UNDER Division
01 County
111 Location
11.18 N JCT I-40 Sufficiency
99.9 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
2 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
1990 ADT Total
8050 ADT Year
2022 Design Load
HS 20 Skew
56 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
R Underclearance Right
15 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
33.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
255 Deck Width
41.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
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
3 HS Operating Rating
107.1 HS Inv. Rating Method
3 HS Inv. Method
74.6 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
12880 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
2301 Min Measured Clearance
2300 NBI Rating
22670 ODOT County
56 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
1.499 Rt. Curb SW
1.499 Description
(3) 85ft. PC BEAM SK 34° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5604 1118WX H Index
98.864 Latitude
35:35:23.33 Longitude
-95:57:36.65 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 62 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
04-1118W NBI Text
22670 Vault Link
http://plansrv1/bridgemaintvault/b22670 GIS FO/SD
Meets Standards H Inv. Method
74.5 Latitude DD
35.58981389 Longitude DD
-95.96018056 ODOT County Number
56 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
23044 x
-10682238.4363698 y
4244326.19559387 |
|||||||||||||||||||||||||||||||||||||
| 22666 | 5414 0334 X | 22666 | Okfuskee | S.H. 56 | N. CANADIAN RIVER O'FLOW | 5414 0334 X | 3-70ft. PRESTRESSED CO | 1990 | 35.428278 | -96.390981 | 210.958 | 34.121 | — | 3 | 0 | 2 | 32.152 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99.4 | Good (7) | Satisfactory (6) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 920 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
23022 BRKEY
22666 NBI No.
22666 On Under
1 Structure No.
5414 0334 X Control No.
014 Lane Ind.
Milepoint
03340 Facility Carried
S.H. 56 Feature Intersected
N. CANADIAN RIVER O'FLOW Division
03 County
107 Location
3.4 MI E SEMINOLE CO Sufficiency
99.4 Kind Hwy
3 Level Service
1 Route No.
00056 Service Type On
1 Service Type Off
9 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
1990 ADT Total
920 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
32.152 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 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
210.958 Deck Width
34.121 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
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
73 HS Inv. Rating Method
1 HS Inv. Method
42 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1472 Future ADT Year
2042 Bypass Detour
8.077825 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
22666 ODOT County
54 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-70ft. PRESTRESSED CO Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5414 0334 X H Index
98.5145 Latitude
35:25:41.8 Longitude
-96:23:27.53 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 56 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
22666 Vault Link
http://plansrv1/bridgemaintvault/b22666 GIS FO/SD
Meets Standards H Inv. Method
32 Latitude DD
35.428278 Longitude DD
-96.390981 ODOT County Number
54 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
23022 x
-10730194.9219841 y
4222235.80405201 |
|||||||||||||||||||||||||||||||||||||
| 22662 | 6732 1029WX | 22662 | Seminole | S.H. 99 | N. CANADIAN RIVER O'FLOW | 6732 1029 X | 2-100ft. PRESTRESSED C | 1990 | 35.39614167 | -96.67093611 | 202.1 | 42.001 | — | 2 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 100 | 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 | 2850 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
23000 BRKEY
22662 NBI No.
22662 On Under
1 Structure No.
6732 1029WX Control No.
032 Lane Ind.
W Milepoint
10290 Facility Carried
S.H. 99 Feature Intersected
N. CANADIAN RIVER O'FLOW Division
03 County
133 Location
.2 MI S POTT C/L Sufficiency
100 Kind Hwy
3 Level Service
1 Route No.
00099 Service Type On
1 Service Type Off
9 Vertical Clearance
N Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1990 ADT Total
2850 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
202.1 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
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
61.6 HS Inv. Rating Method
3 HS Inv. Method
43.7 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
4560 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
22662 ODOT County
67 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
2-100ft. PRESTRESSED C Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6732 1029 X H Index
98.1537 Latitude
35:23:46.11 Longitude
-96:40:15.37 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 99 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
22662 Vault Link
http://plansrv1/bridgemaintvault/b22662 GIS FO/SD
Meets Standards H Inv. Method
43.6 Latitude DD
35.39614167 Longitude DD
-96.67093611 ODOT County Number
67 Maint. Dist.
3 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
23000 x
-10761359.3822743 y
4217846.37954436 |
|||||||||||||||||||||||||||||||||||||
| 22658 | 7281 0969WX | 22658 | Tulsa | U.S. 169 SB | 86TH ST. N. UNDER | 7281 0969WX | 100ft. PREST CONC BM SPAN | 1990 | 36.27828611 | -95.84818889 | 102.001 | 42.999 | — | 1 | 7 | 2 | 40 | 5 - Prestressed Concrete | 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) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | C | 17350 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22996 BRKEY
22658 NBI No.
22658 On Under
1 Structure No.
7281 0969WX Control No.
081 Lane Ind.
W Milepoint
09690 Facility Carried
U.S. 169 SB Feature Intersected
86TH ST. N. UNDER Division
08 County
143 Location
9.6 MI N OF I-44 Sufficiency
97.8 Kind Hwy
2 Level Service
1 Route No.
00169 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
1990 ADT Total
17350 ADT Year
2022 Design Load
HS 20 Skew
7 No. Main Spans
1 Road Width
40 Ref. Underclearance Rt.
H Underclearance Right
9.6 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
102.001 Deck Width
42.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
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
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
56.4 HS Inv. Rating Method
3 HS Inv. Method
39.4 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
27760 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1603 Max Measured Clearance
1709 Min Measured Clearance
1608 NBI Rating
22658 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
100ft. PREST CONC BM SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7281 0969WX H Index
97.8409 Latitude
36:16:41.83 Longitude
-95:50:53.48 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
U.S. 169 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
22658 Vault Link
http://plansrv1/bridgemaintvault/b22658 GIS FO/SD
Meets Standards H Inv. Method
39.3 Latitude DD
36.27828611 Longitude DD
-95.84818889 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
22996 x
-10669771.5806923 y
4338980.98460145 |
|||||||||||||||||||||||||||||||||||||
| 22657 | 7281 0969EX | 22657 | Tulsa | U.S. 169 NB | 86TH ST. N. UNDER | 7281 0969EX | 100ft. PREST CONC BM SPAN | 1990 | 36.27840556 | -95.84775833 | 102.001 | 51.749 | — | 1 | 7 | 3 | 48.75 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95.8 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | C | 22500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22995 BRKEY
22657 NBI No.
22657 On Under
1 Structure No.
7281 0969EX Control No.
081 Lane Ind.
E Milepoint
09690 Facility Carried
U.S. 169 NB Feature Intersected
86TH ST. N. UNDER Division
08 County
143 Location
9.6 MI N OFI-44 Sufficiency
95.8 Kind Hwy
2 Level Service
1 Route No.
00169 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
47.999 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
1990 ADT Total
22500 ADT Year
2022 Design Load
HS 20 Skew
7 No. Main Spans
1 Road Width
48.75 Ref. Underclearance Rt.
H Underclearance Right
9.501 Underclearance Left
0 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
47.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
102.001 Deck Width
51.749 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
4 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
56.4 HS Inv. Rating Method
3 HS Inv. Method
39.4 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
36000 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1603 Max Measured Clearance
1609 Min Measured Clearance
1607 NBI Rating
22657 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
100ft. PREST CONC BM SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7281 0969EX H Index
97.8304 Latitude
36:16:42.26 Longitude
-95:50:51.93 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
U.S. 169 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
22657 Vault Link
http://plansrv1/bridgemaintvault/b22657 GIS FO/SD
Meets Standards H Inv. Method
39.3 Latitude DD
36.27840556 Longitude DD
-95.84775833 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
22995 x
-10669723.6509723 y
4338997.47915049 |
|||||||||||||||||||||||||||||||||||||
| 22755 | 2144T1660 X | 22755 | Delaware | CHEROKEE TP | CREEK | 2144T1660 X | 3-12ft. X 10ft. X 238ft. R.C.B, SK 60 LF | 1991 | 36.19291389 | -94.72448333 | 43.901 | 240 | — | 3 | 30 | 4 | 237.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 81.8 | 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) | S | 6300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22979 BRKEY
22755 NBI No.
22755 On Under
1 Structure No.
2144T1660 X Control No.
044 Lane Ind.
Milepoint
16600 Facility Carried
CHEROKEE TP Feature Intersected
CREEK Division
08 County
041 Location
16.60 MI E OF C/L Sufficiency
81.8 Kind Hwy
8 Level Service
1 Route No.
00412 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
99.9 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
6300 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
237.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
4 Fill RCB
16 Appr. Roadway Width
108.999 Span Type Main
M Material
1 - Concrete Design
19 Length
43.901 Deck Width
240 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
10080 Future ADT Year
2042 Bypass Detour
44.738726 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
22755 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.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-12ft. X 10ft. X 238ft. R.C.B, SK 60 LF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2144T1660 X H Index
98.449 Latitude
36:11:34.49 Longitude
-94:43:28.14 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
CHEROKEE TP Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
32.30 NBI Text
22755 Vault Link
http://plansrv1/bridgemaintvault/b22755 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
36.19291389 Longitude DD
-94.72448333 ODOT County Number
21 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
22979 x
-10544681.2499515 y
4327198.59666861 |
|||||||||||||||||||||||||||||||||||||
| 22754 | 5586T0096 X | 22754 | Oklahoma | KILPATRICK TP | CREEK | 5586T0066 X | 2-10ft.X5ft.X310ft. RCB SK 45 LF | 1991 | 35.60173333 | -97.44494444 | 29.701 | 312.001 | — | 2 | 45 | 4 | 310 | 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) | U | 26600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22978 BRKEY
22754 NBI No.
22754 On Under
1 Structure No.
5586T0096 X Control No.
086 Lane Ind.
Milepoint
00960 Facility Carried
KILPATRICK TP Feature Intersected
CREEK Division
04 County
109 Location
134.19 Sufficiency
77 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
76.001 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
26600 ADT Year
2022 Design Load
HS 20 Skew
45 No. Main Spans
2 Road Width
310 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
4 Fill RCB
5 Appr. Roadway Width
76.001 Span Type Main
M Material
1 - Concrete Design
19 Length
29.701 Deck Width
312.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
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
42560 Future ADT Year
2042 Bypass Detour
99.897848 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
22754 ODOT County
55 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X5ft.X310ft. RCB SK 45 LF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5586T0066 X H Index
99.7749 Latitude
35:36:06.24 Longitude
-97:26:41.8 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
KILPATRICK TP Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
134.19 NBI Text
22754 Vault Link
http://plansrv1/bridgemaintvault/b22754 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
35.60173333 Longitude DD
-97.44494444 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
22978 x
-10847521.5954396 y
4245957.9686718 |
|||||||||||||||||||||||||||||||||||||
| 22753 | 2144T0814 X | 22753 | Delaware | CHEROKEE TP | CREEK | 2144T0814 X | 2-10ft.X8ft.X205ft. RCB, SK 45 RF | 1991 | 36.21180556 | -94.86678333 | 29.701 | 205 | — | 2 | 45 | 4 | 202.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 81.8 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 02 - Principal Arterial Other (Rural) | S | 6100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22977 BRKEY
22753 NBI No.
22753 On Under
1 Structure No.
2144T0814 X Control No.
044 Lane Ind.
Milepoint
08140 Facility Carried
CHEROKEE TP Feature Intersected
CREEK Division
08 County
041 Location
8.14 MI E OF C/L Sufficiency
81.8 Kind Hwy
8 Level Service
1 Route No.
00412 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
38 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
45 No. Main Spans
2 Road Width
202.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
4 Fill RCB
4 Appr. Roadway Width
108.999 Span Type Main
M Material
1 - Concrete Design
19 Length
29.701 Deck Width
205 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
9760 Future ADT Year
2042 Bypass Detour
44.738726 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
22753 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.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X8ft.X205ft. RCB, SK 45 RF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2144T0814 X H Index
96.271 Latitude
36:12:42.5 Longitude
-94:52:00.42 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
CHEROKEE TP Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
23.84 NBI Text
22753 Vault Link
http://plansrv1/bridgemaintvault/b22753 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
36.21180556 Longitude DD
-94.86678333 ODOT County Number
21 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
22977 x
-10560522.0134914 y
4329804.76510979 |
|||||||||||||||||||||||||||||||||||||
| 22655 | 5515 0404 X | 22655 | Oklahoma | UTILITY BRIDGE | I-35 UNDER | 5515 0404 X | 2-85ft. CONT PLATE GIR | 1990 | 35.435 | -97.485833 | 174.869 | 8.999 | — | 2 | 0 | 6 | 110 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | ! | -2 | Not applicable (N) | 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) | L | 114800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22975 BRKEY
22655 NBI No.
22655 On Under
2 Structure No.
5515 0404 X Control No.
015 Lane Ind.
Milepoint
04040 Facility Carried
UTILITY BRIDGE Feature Intersected
I-35 UNDER Division
04 County
109 Location
4.0 MI N OF CLEVELAND Sufficiency
-2 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
0 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
58.996 Bridge System
L Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1990 ADT Total
114800 ADT Year
2022 Design Load
Pedestrian Skew
0 No. Main Spans
2 Road Width
110 Ref. Underclearance Rt.
H Underclearance Right
10.597 Underclearance Left
10 Deck Structure Type
1 No. Lanes
6 Fill RCB
Appr. Roadway Width
110 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
174.869 Deck Width
8.999 Bridge Open Closed
! TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
N Deck Geometry
N Underclearance
4 Bridge Posting
! Waterway Adequacy
N Approach Alignment
! HS Operating Rating Method
! HS Operating Rating
0 HS Inv. Rating Method
! HS Inv. Method
0 H Operating Rating
! H Inv. Rating Method
! Future ADT
183680 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1603 Max Measured Clearance
2208 Min Measured Clearance
1802 NBI Rating
22655 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
0 Description
2-85ft. CONT PLATE GIR Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5515 0404 X H Index
-1 Latitude
35:26:06 Longitude
-97:29:09 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
0 Roadway Name
I-35 UNDER 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
22655 Vault Link
http://plansrv1/bridgemaintvault/b22655 GIS FO/SD
Meets Standards H Inv. Method
0 Latitude DD
35.435 Longitude DD
-97.485833 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
22975 x
-10852073.2891181 y
4223154.16741018 |
|||||||||||||||||||||||||||||||||||||
| 22652 | 7281 1637EX | 22652 | Tulsa | U.S. 169 NB | S.H. 20 UNDER | 7281 1637EX | 100ft. PREST CONC BM SPAN | 1990 | 36.36531667 | -95.82192222 | 102.001 | 42.999 | — | 1 | 0 | 2 | 40 | 5 - Prestressed Concrete | 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) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | C | 7100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22972 BRKEY
22652 NBI No.
22652 On Under
1 Structure No.
7281 1637EX Control No.
081 Lane Ind.
E Milepoint
16370 Facility Carried
U.S. 169 NB Feature Intersected
S.H. 20 UNDER Division
08 County
143 Location
16.3 MI N OF I-44 Sufficiency
100 Kind Hwy
2 Level Service
1 Route No.
00169 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
1990 ADT Total
7100 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
1 Road Width
40 Ref. Underclearance Rt.
H Underclearance Right
15 Underclearance Left
99.9 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
102.001 Deck Width
42.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
59.8 HS Inv. Rating Method
3 HS Inv. Method
36.6 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
11360 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1600 Max Measured Clearance
1605 Min Measured Clearance
1604 NBI Rating
22652 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
100ft. PREST CONC BM SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7281 1637EX H Index
98.9506 Latitude
36:21:55.14 Longitude
-95:49:18.92 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
U.S. 169 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
22652 Vault Link
http://plansrv1/bridgemaintvault/b22652 GIS FO/SD
Meets Standards H Inv. Method
36.5 Latitude DD
36.36531667 Longitude DD
-95.82192222 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
22972 x
-10666847.5883631 y
4351005.51479424 |
|||||||||||||||||||||||||||||||||||||
| 22651 | 7281 1637WX | 22651 | Tulsa | U.S. 169 SB | S.H. 20 UNDER | 7281 1637WX | 100ft. PREST CONC BM SPAN | 1990 | 36.36531667 | -95.82238056 | 102.001 | 42.999 | — | 1 | 0 | 2 | 40 | 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) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | C | 7500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
22971 BRKEY
22651 NBI No.
22651 On Under
1 Structure No.
7281 1637WX Control No.
081 Lane Ind.
W Milepoint
16370 Facility Carried
U.S. 169 SB Feature Intersected
S.H. 20 UNDER Division
08 County
143 Location
16.3 MI N OF I-44 Sufficiency
99.9 Kind Hwy
2 Level Service
1 Route No.
00169 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
1990 ADT Total
7500 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
1 Road Width
40 Ref. Underclearance Rt.
H Underclearance Right
15 Underclearance Left
99.9 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
102.001 Deck Width
42.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
59.8 HS Inv. Rating Method
3 HS Inv. Method
36.6 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
12000 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1600 Max Measured Clearance
1804 Min Measured Clearance
1604 NBI Rating
22651 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
100ft. PREST CONC BM SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7281 1637WX H Index
94.5943 Latitude
36:21:55.14 Longitude
-95:49:20.57 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
U.S. 169 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
22651 Vault Link
http://plansrv1/bridgemaintvault/b22651 GIS FO/SD
Meets Standards H Inv. Method
36.5 Latitude DD
36.36531667 Longitude DD
-95.82238056 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
22971 x
-10666898.6105385 y
4351005.51479424 |