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 | |||||||||||||||||||||||||||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 25999 | 7338T0100NX | 25999 | Wagoner | CREEK TP | E. 71ST. ST. S. UNDER | 7338T0100NX | 40ft.-92ft.-40ft. PC BEAM SPANS | 2000 | 36.060672 | -95.738639 | 172.001 | 52.986 | — | 3 | 12 | 3 | 50 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 89 | 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 | 5100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25526 BRKEY
25999 NBI No.
25999 On Under
1 Structure No.
7338T0100NX Control No.
038 Lane Ind.
N Milepoint
01000 Facility Carried
CREEK TP Feature Intersected
E. 71ST. ST. S. UNDER Division
01 County
145 Location
25.79N Sufficiency
89 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
50 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
2000 ADT Total
5100 ADT Year
2022 Design Load
HS 20 Skew
12 No. Main Spans
3 Road Width
50 Ref. Underclearance Rt.
H Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
3 Fill RCB
0 Appr. Roadway Width
100 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
172.001 Deck Width
52.986 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
4 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
79.2 HS Inv. Rating Method
1 HS Inv. Method
47.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8160 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1506 Max Measured Clearance
1803 Min Measured Clearance
1509 NBI Rating
25999 ODOT County
73 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
40ft.-92ft.-40ft. PC BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7338T0100NX H Index
99.9895 Latitude
36:03:38.42 Longitude
-95:44:19.1 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
25.79 N NBI Text
25999 Vault Link
http://plansrv1/bridgemaintvault/b25999 GIS FO/SD
FO H Inv. Method
37.4 Latitude DD
36.060672 Longitude DD
-95.738639 ODOT County Number
73 Maint. Dist.
1 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
25526 x
-10657576.542721 y
4308972.96031928 |
|||||||||||||||||||||||||||||||||||||
| 25998 | 7338T0100SX | 25998 | Wagoner | CREEK TP | E. 71ST ST. S. UNDER | 7338T0100SX | 40ft.-92ft.-40ft. PC BEAM SPANS | 2000 | 36.060672 | -95.739117 | 172.001 | 52.986 | — | 3 | 12 | 3 | 50 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 89 | 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 | 5100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25525 BRKEY
25998 NBI No.
25998 On Under
1 Structure No.
7338T0100SX Control No.
038 Lane Ind.
S Milepoint
01000 Facility Carried
CREEK TP Feature Intersected
E. 71ST ST. S. UNDER Division
01 County
145 Location
25.79S Sufficiency
89 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
50 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
2000 ADT Total
5100 ADT Year
2022 Design Load
HS 20 Skew
12 No. Main Spans
3 Road Width
50 Ref. Underclearance Rt.
H Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
3 Fill RCB
0 Appr. Roadway Width
100 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
172.001 Deck Width
52.986 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
4 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
79.2 HS Inv. Rating Method
1 HS Inv. Method
47.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8160 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1506 Max Measured Clearance
1800 Min Measured Clearance
1509 NBI Rating
25998 ODOT County
73 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
40ft.-92ft.-40ft. PC BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7338T0100SX H Index
91.8034 Latitude
36:03:38.42 Longitude
-95:44:20.82 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
25.79 S NBI Text
25998 Vault Link
http://plansrv1/bridgemaintvault/b25998 GIS FO/SD
FO H Inv. Method
37.4 Latitude DD
36.060672 Longitude DD
-95.739117 ODOT County Number
73 Maint. Dist.
1 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
25525 x
-10657629.7534376 y
4308972.96031928 |
|||||||||||||||||||||||||||||||||||||
| 25997 | 7338T0033 X | 25997 | Wagoner | E. 81ST ST. S. | CREEK TP UNDER | 7338T0033 X | 58ft. - 112ft. - 107ft. - 70ft. P.C. BEAM SPANS | 2000 | 36.050961 | -95.738961 | 347.001 | 40 | — | 4 | 10 | 2 | 30 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 68.3 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 16 - Minor Arterial (Urban) | R | 2000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25524 BRKEY
25997 NBI No.
25997 On Under
1 Structure No.
7338T0033 X Control No.
Lane Ind.
Milepoint
Facility Carried
E. 81ST ST. S. Feature Intersected
CREEK TP UNDER Division
01 County
145 Location
25.12 Sufficiency
68.3 Kind Hwy
5 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
39.731 Bridge System
R Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
16 - Minor Arterial (Urban) Year Built
2000 ADT Total
2000 ADT Year
2022 Design Load
HS 20 Skew
10 No. Main Spans
4 Road Width
30 Ref. Underclearance Rt.
H Underclearance Right
12.001 Underclearance Left
3.999 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
43.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
347.001 Deck Width
40 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
5 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
99.869 HS Inv. Rating Method
1 HS Inv. Method
59.415 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3200 Future ADT Year
2042 Bypass Detour
123.652866 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
NA Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1609 Max Measured Clearance
2009 Min Measured Clearance
1610 NBI Rating
25997 ODOT County
73 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
5.906 Rt. Curb SW
0 Description
58ft. - 112ft. - 107ft. - 70ft. P.C. BEAM SPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7338T0033 X H Index
100 Latitude
36:03:03.46 Longitude
-95:44:20.26 I257A
0 I257B
0 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
E. 81ST ST. S. Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
25.12 NBI Text
25997 Vault Link
http://plansrv1/bridgemaintvault/b25997 GIS FO/SD
Meets Standards H Inv. Method
47.51 Latitude DD
36.050961 Longitude DD
-95.738961 ODOT County Number
73 Maint. Dist.
1 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
25524 x
-10657612.3875971 y
4307635.79463247 |
|||||||||||||||||||||||||||||||||||||
| 25906 | 6354 0135 X | 25906 | Pottawatomie | S.H. 102 | NORTH DEER CREEK | 6354 0135 X | 3-12X10X76ft. RCB | 2002 | 35.40203611 | -97.08945 | 36.001 | 77.999 | — | 3 | 0 | 4 | 50 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 81.1 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 3200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25519 BRKEY
25906 NBI No.
25906 On Under
1 Structure No.
6354 0135 X Control No.
054 Lane Ind.
Milepoint
01350 Facility Carried
S.H. 102 Feature Intersected
NORTH DEER CREEK Division
03 County
125 Location
1.3 MI N OF I-40 Sufficiency
81.1 Kind Hwy
3 Level Service
1 Route No.
00102 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
50 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2002 ADT Total
3200 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
50 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
4 Appr. Roadway Width
50 Span Type Main
M Material
1 - Concrete Design
19 Length
36.001 Deck Width
77.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
8 Structure Rating
8 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5120 Future ADT Year
2042 Bypass Detour
3.728227 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
25906 ODOT County
63 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
3-12X10X76ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6354 0135 X H Index
99.67 Latitude
35:24:07.33 Longitude
-97:05:22.02 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 102 Scour
8 Design Structure
19 - Culvert FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
25906 Vault Link
http://plansrv1/bridgemaintvault/b25906 GIS FO/SD
FO H Inv. Method
23 Latitude DD
35.40203611 Longitude DD
-97.08945 ODOT County Number
63 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
25519 x
-10807948.135399 y
4218651.35595204 |
|||||||||||||||||||||||||||||||||||||
| 25905 | 1134 0130 X | 25905 | Cherokee | S.H. 51 SPUR | PECAN CREEK TRIB. | 1134 0130 X | 2-9X7X290 RCB | 2000 | 35.93636111 | -94.99607778 | 28.501 | 0 | — | 2 | 45 | 6 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 83.3 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 16 - Minor Arterial (Urban) | B | 3800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25518 BRKEY
25905 NBI No.
25905 On Under
1 Structure No.
1134 0130 X Control No.
034 Lane Ind.
Milepoint
01300 Facility Carried
S.H. 51 SPUR Feature Intersected
PECAN CREEK TRIB. Division
01 County
021 Location
1.3 MI. JCT. OF S.H.51 Sufficiency
83.3 Kind Hwy
3 Level Service
4 Route No.
00051 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
33.999 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
2000 ADT Total
3800 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
45 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
6 Fill RCB
5 Appr. Roadway Width
33.999 Span Type Main
M Material
1 - Concrete Design
19 Length
28.501 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
7 HS Operating Rating Method
3 HS Operating Rating
43.1 HS Inv. Rating Method
3 HS Inv. Method
36.1 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
6080 Future ADT Year
2042 Bypass Detour
4.97097 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
25905 ODOT County
11 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
2-9X7X290 RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1134 0130 X H Index
94.7088 Latitude
35:56:10.9 Longitude
-94:59:45.88 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 51 SPUR_ Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
4 - Spur Historical Significance
5 Local Bridge ID
-1 NBI Text
25905 Vault Link
http://plansrv1/bridgemaintvault/b25905 GIS FO/SD
Meets Standards H Inv. Method
36 Latitude DD
35.93636111 Longitude DD
-94.99607778 ODOT County Number
11 Maint. Dist.
1 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
25518 x
-10574915.0058278 y
4291868.28841471 |
|||||||||||||||||||||||||||||||||||||
| 26089 | 7336T0025NXR | 26089 | Wagoner | CREEK TP RAMP | BROKEN ARROW CREEK | 7336T0025EXR | 52-85-52 PCB SPANS | 2000 | 35.9939 | -95.758728 | 190.499 | 27.986 | — | 3 | 0 | 1 | 25 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | R | 2000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25511 BRKEY
26089 NBI No.
26089 On Under
1 Structure No.
7336T0025NXR Control No.
036 Lane Ind.
N Milepoint
00250 Facility Carried
CREEK TP RAMP Feature Intersected
BROKEN ARROW CREEK Division
01 County
145 Location
20.75NR Sufficiency
95 Kind Hwy
8 Level Service
7 Route No.
00000 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
27.986 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
2000 ADT Total
2000 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
25 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
1 Fill RCB
0 Appr. Roadway Width
35 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
190.499 Deck Width
27.986 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
9 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
99.7 HS Inv. Rating Method
1 HS Inv. Method
59.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3200 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
26089 ODOT County
73 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
52-85-52 PCB SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
R Alt. Structure Name
7336T0025EXR H Index
99.9621 Latitude
35:59:38.04 Longitude
-95:45:31.42 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
CREEK TP RAMP Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
7 - Ramp, Wye, Connector, etc. Historical Significance
5 Local Bridge ID
20.75 N-R NBI Text
26089 Vault Link
http://plansrv1/bridgemaintvault/b26089 GIS FO/SD
Meets Standards H Inv. Method
50.2 Latitude DD
35.9939 Longitude DD
-95.758728 ODOT County Number
73 Maint. Dist.
1 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
25511 x
-10659812.8399716 y
4299782.05391066 |
|||||||||||||||||||||||||||||||||||||
| 26088 | 7336T0025SXR | 26088 | Wagoner | CREEK TP RAMP | BROKEN ARROW CREEK | 7336T0025WXR | 3-105ft. PC BEAM SPANS | 2000 | 35.993075 | -95.759122 | 315.161 | 27.999 | — | 3 | 0 | 1 | 25 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | R | 2000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25510 BRKEY
26088 NBI No.
26088 On Under
1 Structure No.
7336T0025SXR Control No.
036 Lane Ind.
S Milepoint
00250 Facility Carried
CREEK TP RAMP Feature Intersected
BROKEN ARROW CREEK Division
01 County
145 Location
20.75SR Sufficiency
95 Kind Hwy
8 Level Service
7 Route No.
00000 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
27.953 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
2000 ADT Total
2000 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
25 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
1 Fill RCB
0 Appr. Roadway Width
30 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
315.161 Deck Width
27.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
9 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
152 HS Inv. Rating Method
1 HS Inv. Method
77.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3200 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
NA Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
26088 ODOT County
73 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
3-105ft. PC BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
R Alt. Structure Name
7336T0025WXR H Index
100 Latitude
35:59:35.07 Longitude
-95:45:32.84 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
CREEK TP RAMP_ Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
7 - Ramp, Wye, Connector, etc. Historical Significance
5 Local Bridge ID
20.75 S-R NBI Text
26088 Vault Link
http://plansrv1/bridgemaintvault/b26088 GIS FO/SD
Meets Standards H Inv. Method
69.3 Latitude DD
35.993075 Longitude DD
-95.759122 ODOT County Number
73 Maint. Dist.
1 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
25510 x
-10659856.699851 y
4299668.54455605 |
|||||||||||||||||||||||||||||||||||||
| 26087 | 7336T0350WX | 26087 | Wagoner | CREEK TP | S.H. 51 UNDER | 7336T0350WX | 60ft. - 144ft. - 60ft. P.C. BEAM SPANS | 2000 | 36.036406 | -95.741358 | 262.999 | 52.999 | — | 3 | 28 | 3 | 50 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 91 | 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 | 6200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25509 BRKEY
26087 NBI No.
26087 On Under
1 Structure No.
7336T0350WX Control No.
036 Lane Ind.
W Milepoint
03500 Facility Carried
CREEK TP Feature Intersected
S.H. 51 UNDER Division
01 County
145 Location
24.10 N Sufficiency
91 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
50 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
2000 ADT Total
6200 ADT Year
2022 Design Load
HS 20 Skew
28 No. Main Spans
3 Road Width
50 Ref. Underclearance Rt.
H Underclearance Right
7.001 Underclearance Left
7.001 Deck Structure Type
1 No. Lanes
3 Fill RCB
0 Appr. Roadway Width
52.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
262.999 Deck Width
52.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
4 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
83.5 HS Inv. Rating Method
1 HS Inv. Method
50 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
9920 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1607 Max Measured Clearance
1705 Min Measured Clearance
1610 NBI Rating
26087 ODOT County
73 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
60ft. - 144ft. - 60ft. P.C. BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7336T0350WX H Index
100 Latitude
36:02:11.06 Longitude
-95:44:28.89 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
1 Roadway Name
CREEK TP Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
24.10 N NBI Text
26087 Vault Link
http://plansrv1/bridgemaintvault/b26087 GIS FO/SD
Meets Standards H Inv. Method
44.2 Latitude DD
36.036406 Longitude DD
-95.741358 ODOT County Number
73 Maint. Dist.
1 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
25509 x
-10657879.2204165 y
4305631.93848674 |
|||||||||||||||||||||||||||||||||||||
| 26086 | 7336T0350EX | 26086 | Wagoner | CREEK TP | S.H. 51 UNDER | 7336T0350EX | 60ft.-144ft.-60 PC BEAM SPANS | 2000 | 36.036111 | -95.741031 | 263.999 | 40.978 | — | 3 | 28 | 2 | 37.999 | 6 - Prestressed Concrete Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 93 | Very good (8) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | R | 5700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25508 BRKEY
26086 NBI No.
26086 On Under
1 Structure No.
7336T0350EX Control No.
036 Lane Ind.
E Milepoint
03500 Facility Carried
CREEK TP Feature Intersected
S.H. 51 UNDER Division
01 County
145 Location
24.10S Sufficiency
93 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
40.978 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
2000 ADT Total
5700 ADT Year
2022 Design Load
HS 20 Skew
28 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
H Underclearance Right
7.001 Underclearance Left
7.001 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
43.999 Span Type Main
M Material
6 - Prestressed Concrete Continuous Design
02 Length
263.999 Deck Width
40.978 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
N Culv. Rating
N Structure Rating
8 Deck Geometry
6 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
80.6 HS Inv. Rating Method
1 HS Inv. Method
48.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
9120 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1607 Max Measured Clearance
1705 Min Measured Clearance
1610 NBI Rating
26086 ODOT County
73 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
60ft.-144ft.-60 PC BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7336T0350EX H Index
91.8542 Latitude
36:02:10 Longitude
-95:44:27.71 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
1 Roadway Name
CREEK TP Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
24.10 S NBI Text
26086 Vault Link
http://plansrv1/bridgemaintvault/b26086 GIS FO/SD
Meets Standards H Inv. Method
42.6 Latitude DD
36.036111 Longitude DD
-95.741031 ODOT County Number
73 Maint. Dist.
1 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
25508 x
-10657842.818943 y
4305591.32826186 |
|||||||||||||||||||||||||||||||||||||
| 26085 | 6630R0010 X | 26085 | Rogers | 225TH E. AVE. | CREEK TP UNDER | 6630T0010 X | 55-76-76-55 PCB SPAN | 2000 | 36.17666667 | -95.73194444 | 262.001 | 43.012 | — | 4 | 3 | 2 | 39.37 | 6 - Prestressed Concrete Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 75 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 16 - Minor Arterial (Urban) | R | 2000 | 2008 | 5 | Unmatched |
|
Raw data
OBJECTID
25507 BRKEY
26085 NBI No.
26085 On Under
1 Structure No.
6630R0010 X Control No.
Lane Ind.
Milepoint
Facility Carried
225TH E. AVE. Feature Intersected
CREEK TP UNDER Division
08 County
131 Location
00.10 Sufficiency
75 Kind Hwy
5 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
42.651 Bridge System
R Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
16 - Minor Arterial (Urban) Year Built
2000 ADT Total
2000 ADT Year
2008 Design Load
HS 20 Skew
3 No. Main Spans
4 Road Width
39.37 Ref. Underclearance Rt.
H Underclearance Right
30 Underclearance Left
20 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
55.774 Span Type Main
M Material
6 - Prestressed Concrete Continuous Design
02 Length
262.001 Deck Width
43.012 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
8 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 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
3200 Future ADT Year
2028 Bypass Detour
123.652866 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1610 Max Measured Clearance
1800 Min Measured Clearance
1700 NBI Rating
26085 ODOT County
66 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
0 Lft. Curb SW
0 Rt. Curb SW
0 Description
55-76-76-55 PCB SPAN Route Flag
Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6630T0010 X H Index
100 Latitude
36:10:36 Longitude
-95:43:55 I257A
_ I257B
_ I257C
0 I257D
1 I257E
0 I263
- Roadway Name
_ Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
33.85 CKT NBI Text
26085 Vault Link
http://plansrv1/bridgemaintvault/b26085 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
36.17666667 Longitude DD
-95.73194444 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
25507 x
-10656831.3077108 y
4324957.7417213 |
|||||||||||||||||||||||||||||||||||||
| 26084 | 6638R1100WX | 26084 | Rogers | CREEK TP (U.S.412) | SPUNKY CREEK | 6638R1100WX | 46-75-46 PCB SPANS | 2000 | 35.31666667 | -95.55972222 | 168.501 | 58.99 | — | 3 | 0 | 3 | 55.774 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 75 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 14 - Other Principal Arterial (Urban) | R | 2000 | 2004 | 5 | Unmatched |
|
Raw data
OBJECTID
25506 BRKEY
26084 NBI No.
26084 On Under
1 Structure No.
6638R1100WX Control No.
038 Lane Ind.
W Milepoint
11000 Facility Carried
CREEK TP (U.S.412) Feature Intersected
SPUNKY CREEK Division
08 County
131 Location
11.00S Sufficiency
75 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
55.774 Bridge System
R Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
2000 ADT Total
2000 ADT Year
2004 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
55.774 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
3 Fill RCB
0 Appr. Roadway Width
72.178 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
168.501 Deck Width
58.99 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
9 Culv. Rating
N Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
7 HS Operating Rating Method
2 HS Operating Rating
48.612 HS Inv. Rating Method
2 HS Inv. Method
35.715 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
3200 Future ADT Year
2024 Bypass Detour
123.652866 School Bus Rte.
0 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
26084 ODOT County
66 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
0 Lft. Curb SW
0 Rt. Curb SW
0 Description
46-75-46 PCB SPANS Route Flag
P Status Flag
V On Off System
1 Frontage Ind.
Alt. Structure Name
6638R1100WX H Index
100 Latitude
35:19:00 Longitude
-95:33:35 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
CREEK TP (U.S.412) Scour
! Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
11.00N NBI Text
26084 Vault Link
http://plansrv1/bridgemaintvault/b26084 GIS FO/SD
Meets Standards H Inv. Method
-1 Latitude DD
35.31666667 Longitude DD
-95.55972222 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
25506 x
-10637659.6178771 y
4206998.58465707 |
|||||||||||||||||||||||||||||||||||||
| 25996 | 7338T0000NX | 25996 | Wagoner | CREEK TP | MUSKOGEE TP UNDER | 7338T0000NX | 72ft.-125ft.-125ft.-72ft. PC BEAM SPANS | 2000 | 36.045864 | -95.739186 | 393.999 | 80.971 | — | 4 | 22 | 4 | 77.986 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 93 | 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 | 5100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25505 BRKEY
25996 NBI No.
25996 On Under
1 Structure No.
7338T0000NX Control No.
038 Lane Ind.
N Milepoint
00000 Facility Carried
CREEK TP Feature Intersected
MUSKOGEE TP UNDER Division
01 County
145 Location
24.79N Sufficiency
93 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
80.971 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
2000 ADT Total
5100 ADT Year
2022 Design Load
HS 20 Skew
22 No. Main Spans
4 Road Width
77.986 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
3.999 Deck Structure Type
1 No. Lanes
4 Fill RCB
0 Appr. Roadway Width
85 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
393.999 Deck Width
80.971 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
9 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
72.4 HS Inv. Rating Method
1 HS Inv. Method
43.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8160 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1608 Max Measured Clearance
2311 Min Measured Clearance
1611 NBI Rating
25996 ODOT County
73 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
72ft.-125ft.-125ft.-72ft. PC BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7338T0000NX H Index
89.8983 Latitude
36:02:45.11 Longitude
-95:44:21.07 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
24.79 N NBI Text
25996 Vault Link
http://plansrv1/bridgemaintvault/b25996 GIS FO/SD
Meets Standards H Inv. Method
38.2 Latitude DD
36.045864 Longitude DD
-95.739186 ODOT County Number
73 Maint. Dist.
1 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
25505 x
-10657637.4344825 y
4306934.02422676 |
|||||||||||||||||||||||||||||||||||||
| 25995 | 7338T0000SX | 25995 | Wagoner | CREEK TP | MUSKOGEE TP UNDER | 7338T0000SX | 71ft.-125ft.-125ft.-71ft. PC BEAM SPANS | 2000 | 36.046081 | -95.739842 | 393.999 | 80.971 | — | 4 | 22 | 4 | 77.986 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 93 | 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 | 5100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25504 BRKEY
25995 NBI No.
25995 On Under
1 Structure No.
7338T0000SX Control No.
038 Lane Ind.
S Milepoint
00000 Facility Carried
CREEK TP Feature Intersected
MUSKOGEE TP UNDER Division
01 County
145 Location
24.79S Sufficiency
93 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
80.971 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
2000 ADT Total
5100 ADT Year
2022 Design Load
HS 20 Skew
22 No. Main Spans
4 Road Width
77.986 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
3.999 Deck Structure Type
1 No. Lanes
4 Fill RCB
0 Appr. Roadway Width
85 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
393.999 Deck Width
80.971 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
9 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
72.4 HS Inv. Rating Method
1 HS Inv. Method
43.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8160 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1608 Max Measured Clearance
2408 Min Measured Clearance
1611 NBI Rating
25995 ODOT County
73 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
71ft.-125ft.-125ft.-71ft. PC BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7338T0000SX H Index
90.0015 Latitude
36:02:45.89 Longitude
-95:44:23.43 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
24.79 S NBI Text
25995 Vault Link
http://plansrv1/bridgemaintvault/b25995 GIS FO/SD
Meets Standards H Inv. Method
38.2 Latitude DD
36.046081 Longitude DD
-95.739842 ODOT County Number
73 Maint. Dist.
1 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
25504 x
-10657710.4600685 y
4306963.90051833 |
|||||||||||||||||||||||||||||||||||||
| 25994 | 7336T0316NX | 25994 | Wagoner | CREEK TP | E. 91ST ST. S. UNDER | 7336T0316NX | 36ft. -52ft. -36ft. PC BEAM SPANS | 2000 | 36.031731 | -95.742681 | 123.501 | 52.999 | — | 3 | 7 | 3 | 49.967 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 91.6 | Good (7) | Good (7) | Good (7) | Very good (8) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | R | 6350 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25503 BRKEY
25994 NBI No.
25994 On Under
1 Structure No.
7336T0316NX Control No.
036 Lane Ind.
N Milepoint
03160 Facility Carried
CREEK TP Feature Intersected
E. 91ST ST. S. UNDER Division
01 County
145 Location
23.76S Sufficiency
91.6 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
N Horizontal Clearance
40.978 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
2000 ADT Total
6350 ADT Year
2022 Design Load
HS 20 Skew
7 No. Main Spans
3 Road Width
49.967 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
10 Deck Structure Type
1 No. Lanes
3 Fill RCB
0 Appr. Roadway Width
66.995 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
123.501 Deck Width
52.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
7 Sub Rating
8 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
4 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
54.7 HS Inv. Rating Method
1 HS Inv. Method
32.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
10160 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
2000 Max Measured Clearance
2000 Min Measured Clearance
2000 NBI Rating
25994 ODOT County
73 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
36ft. -52ft. -36ft. PC BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7336T0316NX H Index
92.3982 Latitude
36:01:54.23 Longitude
-95:44:33.65 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
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
23.76 S NBI Text
25994 Vault Link
http://plansrv1/bridgemaintvault/b25994 GIS FO/SD
Meets Standards H Inv. Method
24.8 Latitude DD
36.031731 Longitude DD
-95.742681 ODOT County Number
73 Maint. Dist.
1 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
25503 x
-10658026.4961028 y
4304988.3875633 |
|||||||||||||||||||||||||||||||||||||
| 25993 | 7336T0316SX | 25993 | Wagoner | CREEK TP | E. 91ST ST. S. UNDER | 7336T0316SX | 36ft.-51ft.-36ft. PC BEAM SPANS | 2000 | 36.031742 | -95.743111 | 123.501 | 40.978 | — | 3 | 10 | 2 | 37.992 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94.9 | Good (7) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | R | 6350 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25502 BRKEY
25993 NBI No.
25993 On Under
1 Structure No.
7336T0316SX Control No.
036 Lane Ind.
S Milepoint
03160 Facility Carried
CREEK TP Feature Intersected
E. 91ST ST. S. UNDER Division
01 County
145 Location
23.76N Sufficiency
94.9 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
N Horizontal Clearance
40.978 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
2000 ADT Total
6350 ADT Year
2022 Design Load
HS 20 Skew
10 No. Main Spans
3 Road Width
37.992 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
10 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
54.987 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
123.501 Deck Width
40.978 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
59 HS Inv. Rating Method
1 HS Inv. Method
35.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
10160 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
2000 Max Measured Clearance
2000 Min Measured Clearance
2000 NBI Rating
25993 ODOT County
73 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
36ft.-51ft.-36ft. PC BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7336T0316SX H Index
100 Latitude
36:01:54.27 Longitude
-95:44:35.2 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
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
23.76 N NBI Text
25993 Vault Link
http://plansrv1/bridgemaintvault/b25993 GIS FO/SD
Meets Standards H Inv. Method
26.6 Latitude DD
36.031742 Longitude DD
-95.743111 ODOT County Number
73 Maint. Dist.
1 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
25502 x
-10658074.3634839 y
4304989.90175594 |
|||||||||||||||||||||||||||||||||||||
| 25992 | 7336T0306NX | 25992 | Wagoner | CREEK TP | UNION PACIFIC R.R. UNDER | 7336T0306NX | 74ft.-78ft.-74ft. PC BEAM SPANS | 2000 | 36.030131 | -95.742992 | 225.83 | 52.986 | — | 3 | 16 | 3 | 50 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 93 | 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 | 6350 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25501 BRKEY
25992 NBI No.
25992 On Under
1 Structure No.
7336T0306NX Control No.
036 Lane Ind.
N Milepoint
03060 Facility Carried
CREEK TP Feature Intersected
UNION PACIFIC R.R. UNDER Division
01 County
145 Location
23.66S Sufficiency
93 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
2 Vertical Clearance
N Horizontal Clearance
52.986 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
2000 ADT Total
6350 ADT Year
2022 Design Load
HS 20 Skew
16 No. Main Spans
3 Road Width
50 Ref. Underclearance Rt.
R Underclearance Right
43.999 Underclearance Left
22.999 Deck Structure Type
1 No. Lanes
3 Fill RCB
0 Appr. Roadway Width
55 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
225.83 Deck Width
52.986 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
4 Underclearance
7 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
127.8 HS Inv. Rating Method
1 HS Inv. Method
72.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
10160 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
0000 Max Measured Clearance
2502 Min Measured Clearance
2209 NBI Rating
25992 ODOT County
73 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
74ft.-78ft.-74ft. PC BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7336T0306NX H Index
92.102 Latitude
36:01:48.47 Longitude
-95:44:34.77 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
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
23.66 S NBI Text
25992 Vault Link
http://plansrv1/bridgemaintvault/b25992 GIS FO/SD
Meets Standards H Inv. Method
62.4 Latitude DD
36.030131 Longitude DD
-95.742992 ODOT County Number
73 Maint. Dist.
1 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
25501 x
-10658061.1164645 y
4304768.14361405 |
|||||||||||||||||||||||||||||||||||||
| 25904 | 1134 0100 X | 25904 | Cherokee | S.H. 51 SPUR | PECAN CREEK TRIB. | 1134 0100 X | 2-15.7X7X175 RCB | 2000 | 35.93286111 | -94.99914722 | 34.413 | 0 | — | 2 | 5 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 83.3 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 16 - Minor Arterial (Urban) | B | 3800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25500 BRKEY
25904 NBI No.
25904 On Under
1 Structure No.
1134 0100 X Control No.
034 Lane Ind.
Milepoint
01000 Facility Carried
S.H. 51 SPUR Feature Intersected
PECAN CREEK TRIB. Division
01 County
021 Location
1.0 MI. JCT. OF S.H.51 Sufficiency
83.3 Kind Hwy
3 Level Service
4 Route No.
00051 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
33.999 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
2000 ADT Total
3800 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
5 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
10 Appr. Roadway Width
33.999 Span Type Main
M Material
1 - Concrete Design
19 Length
34.413 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
7 HS Operating Rating Method
3 HS Operating Rating
43.1 HS Inv. Rating Method
3 HS Inv. Method
36.1 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
6080 Future ADT Year
2042 Bypass Detour
4.97097 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
25904 ODOT County
11 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
2-15.7X7X175 RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1134 0100 X H Index
97.6428 Latitude
35:55:58.3 Longitude
-94:59:56.93 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 51 SPUR_ Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
4 - Spur Historical Significance
5 Local Bridge ID
-1 NBI Text
25904 Vault Link
http://plansrv1/bridgemaintvault/b25904 GIS FO/SD
Meets Standards H Inv. Method
36 Latitude DD
35.93286111 Longitude DD
-94.99914722 ODOT County Number
11 Maint. Dist.
1 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
25500 x
-10575256.6943256 y
4291387.09249077 |
|||||||||||||||||||||||||||||||||||||
| 25903 | 1134 0015 X | 25903 | Cherokee | S.H. 51 SPUR | PECAN CREEK | 1134 0015 X | 3-16X7X190 RCB | 2000 | 35.92236944 | -95.00278889 | 60.04 | 0 | — | 3 | 30 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 98.6 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 16 - Minor Arterial (Urban) | B | 3800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25499 BRKEY
25903 NBI No.
25903 On Under
1 Structure No.
1134 0015 X Control No.
034 Lane Ind.
Milepoint
00150 Facility Carried
S.H. 51 SPUR Feature Intersected
PECAN CREEK Division
01 County
021 Location
0.15 MI. JCT. OF S.H.51 Sufficiency
98.6 Kind Hwy
3 Level Service
4 Route No.
00051 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
32.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
16 - Minor Arterial (Urban) Year Built
2000 ADT Total
3800 ADT Year
2022 Design Load
NO VALUE GIVEN 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
4 Appr. Roadway Width
32.808 Span Type Main
M Material
1 - Concrete Design
19 Length
60.04 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
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
7 HS Operating Rating Method
3 HS Operating Rating
43.1 HS Inv. Rating Method
3 HS Inv. Method
36.1 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
6080 Future ADT Year
2042 Bypass Detour
4.97097 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
25903 ODOT County
11 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
3-16X7X190 RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1134 0015 X H Index
97.02 Latitude
35:55:20.53 Longitude
-95:00:10.04 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 51 SPUR_ Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
4 - Spur Historical Significance
5 Local Bridge ID
-1 NBI Text
25903 Vault Link
http://plansrv1/bridgemaintvault/b25903 GIS FO/SD
Meets Standards H Inv. Method
36 Latitude DD
35.92236944 Longitude DD
-95.00278889 ODOT County Number
11 Maint. Dist.
1 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
25499 x
-10575662.0831757 y
4289944.77759336 |
|||||||||||||||||||||||||||||||||||||
| 25902 | 6926 0757 X | 25902 | Stephens | 29TH ST | S.H. 7 BYPASS UNDER | 6926 0640 X | 54ft.-81ft.-81ft.-61ft. PCB SPANS | 2000 | 34.57130556 | -97.98435556 | 278.999 | 36.001 | — | 4 | 0 | 2 | 32.799 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 86.9 | Good (7) | Satisfactory (6) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 17 - Collector (Urban) | B | 5800 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
25498 BRKEY
25902 NBI No.
25902 On Under
1 Structure No.
6926 0757 X Control No.
Lane Ind.
Milepoint
Facility Carried
29TH ST Feature Intersected
S.H. 7 BYPASS UNDER Division
07 County
137 Location
UNDER 29TH N OF OSAGE RD. Sufficiency
86.9 Kind Hwy
5 Level Service
1 Route No.
0007P Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
32.8 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
2000 ADT Total
5800 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
4 Road Width
32.799 Ref. Underclearance Rt.
H Underclearance Right
6.001 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
32.799 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
278.999 Deck Width
36.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
6 Super Rating
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
1 HS Operating Rating
87.4 HS Inv. Rating Method
1 HS Inv. Method
38 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
9280 Future ADT Year
2042 Bypass Detour
19.900001 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1707 Max Measured Clearance
1806 Min Measured Clearance
1800 NBI Rating
25902 ODOT County
69 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
54ft.-81ft.-81ft.-61ft. PCB SPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6926 0640 X H Index
98.8923 Latitude
34:34:16.7 Longitude
-97:59:03.68 I257A
0 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
29TH ST Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
69 NBI Text
25902 Vault Link
http://plansrv1/bridgemaintvault/b25902 GIS FO/SD
Meets Standards H Inv. Method
28 Latitude DD
34.57130556 Longitude DD
-97.98435556 ODOT County Number
69 Maint. Dist.
7 HPMS Functional Class
6 Rural/Urban
Urban ARC_ID_NUM
25498 x
-10907568.5666463 y
4105774.81881993 |
|||||||||||||||||||||||||||||||||||||
| 25901 | 6926 0512 X | 25901 | Stephens | S.H. 7 DUNCAN BYPA | STAGESTAND CREEK | 6926 0410 X | 53ft.-64ft.-53ft. PC BMS. | 2001 | 34.54062222 | -97.99601667 | 173.999 | 39.4 | — | 3 | 30 | 2 | 39.4 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95.5 | Very good (8) | Satisfactory (6) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | B | 5800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25497 BRKEY
25901 NBI No.
25901 On Under
1 Structure No.
6926 0512 X Control No.
026 Lane Ind.
Milepoint
05120 Facility Carried
S.H. 7 DUNCAN BYPA Feature Intersected
STAGESTAND CREEK Division
07 County
137 Location
.3 MI. N OF PLATO ROAD Sufficiency
95.5 Kind Hwy
3 Level Service
1 Route No.
0007P Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
39.4 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
2001 ADT Total
5800 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
39.4 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
32.799 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
173.999 Deck Width
39.4 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
8 Sub Rating
8 Chan. Rating
6 Culv. Rating
N Structure Rating
8 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
75 HS Inv. Rating Method
1 HS Inv. Method
37.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
9280 Future ADT Year
2042 Bypass Detour
8 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
25901 ODOT County
69 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
53ft.-64ft.-53ft. PC BMS. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6926 0410 X H Index
99.0683 Latitude
34:32:26.24 Longitude
-97:59:45.66 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 7 DUNCAN BYPASS Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
68 NBI Text
25901 Vault Link
http://plansrv1/bridgemaintvault/b25901 GIS FO/SD
Meets Standards H Inv. Method
29.7 Latitude DD
34.54062222 Longitude DD
-97.99601667 ODOT County Number
69 Maint. Dist.
7 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
25497 x
-10908866.6754735 y
4101627.45640539 |
|||||||||||||||||||||||||||||||||||||
| 25899 | 4208 0361 X | 25899 | Logan | S.H. 33 | PIN CREEK | 4208 0361 X | 3-10ft. X 10ft. X 168ft. R.C. BOX | 2003 | 35.88986389 | -97.36589167 | 31.699 | 0 | — | 3 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 69.8 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 6700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25495 BRKEY
25899 NBI No.
25899 On Under
1 Structure No.
4208 0361 X Control No.
008 Lane Ind.
Milepoint
03610 Facility Carried
S.H. 33 Feature Intersected
PIN CREEK Division
04 County
083 Location
3.8 MI E JCT US 77 Sufficiency
69.8 Kind Hwy
3 Level Service
1 Route No.
00033 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
06 - Minor Arterial (Rural) Year Built
2003 ADT Total
6700 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
6 Appr. Roadway Width
71.998 Span Type Main
M Material
1 - Concrete Design
19 Length
31.699 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.1 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
10720 Future ADT Year
2042 Bypass Detour
42.874612 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
25899 ODOT County
42 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft. X 10ft. X 168ft. R.C. BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4208 0361 X H Index
99.5469 Latitude
35:53:23.51 Longitude
-97:21:57.21 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 33 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
25899 Vault Link
http://plansrv1/bridgemaintvault/b25899 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
35.88986389 Longitude DD
-97.36589167 ODOT County Number
42 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
25495 x
-10838721.4813374 y
4285477.37633031 |
|||||||||||||||||||||||||||||||||||||
| 26083 | 6638R1100EX | 26083 | Rogers | CREEK TP (U.S.412) | SPUNKY CREEK | 6638R1100EX | 46-75-46 PCB SPANS | 2000 | 35.31666667 | -95.55972222 | 168.501 | 58.99 | — | 3 | 0 | 3 | 49.213 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 75 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 06 - Minor Arterial (Rural) | R | 2000 | 2004 | 5 | Unmatched |
|
Raw data
OBJECTID
25488 BRKEY
26083 NBI No.
26083 On Under
1 Structure No.
6638R1100EX Control No.
038 Lane Ind.
E Milepoint
11000 Facility Carried
CREEK TP (U.S.412) Feature Intersected
SPUNKY CREEK Division
08 County
131 Location
11.00 Sufficiency
75 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
52.493 Bridge System
R Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
2000 ADT Total
2000 ADT Year
2004 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
49.213 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
3 Fill RCB
0 Appr. Roadway Width
72.178 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
168.501 Deck Width
58.99 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
9 Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
7 HS Operating Rating Method
2 HS Operating Rating
48.612 HS Inv. Rating Method
2 HS Inv. Method
35.715 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
3200 Future ADT Year
2024 Bypass Detour
123.652866 School Bus Rte.
0 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
26083 ODOT County
66 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
46-75-46 PCB SPANS Route Flag
P Status Flag
V On Off System
1 Frontage Ind.
Alt. Structure Name
6638R1100EX H Index
100 Latitude
35:19:00 Longitude
-95:33:35 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
CREEK TP (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
11.00S NBI Text
26083 Vault Link
http://plansrv1/bridgemaintvault/b26083 GIS FO/SD
Meets Standards H Inv. Method
-1 Latitude DD
35.31666667 Longitude DD
-95.55972222 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
25488 x
-10637659.6178771 y
4206998.58465707 |
|||||||||||||||||||||||||||||||||||||
| 26082 | 6630T0100 X | 26082 | Rogers | PINE ST. | WILL ROGERS TP I-44 UND | 6630T0100 X | 105ft.-110ft. PC BEAM SPANS | 2000 | 36.17688611 | -95.73166944 | 218.501 | 54.987 | — | 2 | 0 | 2 | 49.213 | 6 - Prestressed Concrete Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 61.3 | Fair (5) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 16 - Minor Arterial (Urban) | Y | 2000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25487 BRKEY
26082 NBI No.
26082 On Under
1 Structure No.
6630T0100 X Control No.
Lane Ind.
Milepoint
Facility Carried
PINE ST. Feature Intersected
WILL ROGERS TP I-44 UND Division
08 County
131 Location
MM 1.47 WRT Sufficiency
61.3 Kind Hwy
5 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
49.199 Bridge System
Y Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
16 - Minor Arterial (Urban) Year Built
2000 ADT Total
2000 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
49.213 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
11.401 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
68.898 Span Type Main
M Material
6 - Prestressed Concrete Continuous Design
02 Length
218.501 Deck Width
54.987 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
5 Deck Geometry
9 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
110.5 HS Inv. Rating Method
1 HS Inv. Method
24.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3200 Future ADT Year
2042 Bypass Detour
123.652866 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1805 Max Measured Clearance
1805 Min Measured Clearance
1709 NBI Rating
26082 ODOT County
66 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
105ft.-110ft. PC BEAM SPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6630T0100 X H Index
98.4869 Latitude
36:10:36.79 Longitude
-95:43:54.01 I257A
1 I257B
1 I257C
0 I257D
1 I257E
0 I263
1 Roadway Name
PINE ST. Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
01.47 NBI Text
26082 Vault Link
http://plansrv1/bridgemaintvault/b26082 GIS FO/SD
Meets Standards H Inv. Method
73.6 Latitude DD
36.17688611 Longitude DD
-95.73166944 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
25487 x
-10656800.6948508 y
4324988.00430814 |
|||||||||||||||||||||||||||||||||||||
| 26081 | 6630T0001 XR | 26081 | Rogers | RAMP A | WILL ROGERS TP I-44 UND | 6630T0001 XR | 14-130ft. PCB SPANS | 2000 | 36.16186667 | -95.73492222 | 1821.67 | 41.001 | — | 14 | 0 | 2 | 37.999 | 6 - Prestressed Concrete Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 61.5 | Poor (4) | 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) | Y | 2000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25486 BRKEY
26081 NBI No.
26081 On Under
1 Structure No.
6630T0001 XR Control No.
Lane Ind.
Milepoint
Facility Carried
RAMP A Feature Intersected
WILL ROGERS TP I-44 UND Division
08 County
131 Location
MM0.51 WRT & US 412 Sufficiency
61.5 Kind Hwy
8 Level Service
7 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.999 Bridge System
Y 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
2000 ADT Total
2000 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
14 Road Width
37.999 Ref. Underclearance Rt.
H Underclearance Right
25 Underclearance Left
25 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
6 - Prestressed Concrete Continuous Design
02 Length
1821.67 Deck Width
41.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
4 Deck Geometry
9 Underclearance
7 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
137.4 HS Inv. Rating Method
1 HS Inv. Method
20.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3200 Future ADT Year
2042 Bypass Detour
123.652866 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
2507 Max Measured Clearance
2803 Min Measured Clearance
2502 NBI Rating
26081 ODOT County
66 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
14-130ft. PCB SPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6630T0001 XR H Index
89.9392 Latitude
36:09:42.72 Longitude
-95:44:05.72 I257A
1 I257B
1 I257C
0 I257D
1 I257E
0 I263
2 Roadway Name
U.S.412W-N RMP TOWILL ROGERSTP 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
0.51 NBI Text
26081 Vault Link
http://plansrv1/bridgemaintvault/b26081 GIS FO/SD
Meets Standards H Inv. Method
12.2 Latitude DD
36.16186667 Longitude DD
-95.73492222 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
25486 x
-10657162.7926641 y
4322916.89516905 |
|||||||||||||||||||||||||||||||||||||
| 26080 | 6630T0010WX | 26080 | Rogers | WILL ROGERS TPI-44 | U.S. 412 UNDER | 6630T0010WX | 2-138ft. PC BEAM SPANS | 2000 | 36.16260556 | -95.73239444 | 275.499 | 52.986 | — | 2 | 3 | 3 | 50 | 6 - Prestressed Concrete Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 71.8 | Poor (4) | 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) | Y | 13100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25485 BRKEY
26080 NBI No.
26080 On Under
1 Structure No.
6630T0010WX Control No.
030 Lane Ind.
W Milepoint
00100 Facility Carried
WILL ROGERS TPI-44 Feature Intersected
U.S. 412 UNDER Division
08 County
131 Location
MM 0.52 WRT & US 412 Sufficiency
71.8 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
50 Bridge System
Y 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
2000 ADT Total
13100 ADT Year
2022 Design Load
HS 20 Skew
3 No. Main Spans
2 Road Width
50 Ref. Underclearance Rt.
H Underclearance Right
16.001 Underclearance Left
4.003 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
66.995 Span Type Main
M Material
6 - Prestressed Concrete Continuous Design
02 Length
275.499 Deck Width
52.986 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
4 Deck Geometry
4 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
135.2 HS Inv. Rating Method
1 HS Inv. Method
21.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
20960 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1610 Max Measured Clearance
2207 Min Measured Clearance
1704 NBI Rating
26080 ODOT County
66 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-138ft. PC BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6630T0010WX H Index
89.8523 Latitude
36:09:45.38 Longitude
-95:43:56.62 I257A
1 I257B
1 I257C
0 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
0.52 S NBI Text
26080 Vault Link
http://plansrv1/bridgemaintvault/b26080 GIS FO/SD
Meets Standards H Inv. Method
12.4 Latitude DD
36.16260556 Longitude DD
-95.73239444 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
25485 x
-10656881.4014816 y
4323018.77529405 |
|||||||||||||||||||||||||||||||||||||
| 26079 | 6630T0010EX | 26079 | Rogers | WILL ROGERS TPI-44 | U.S. 412 UNDER | 6630T0010EX | 2 138ft. PC BEAM SPANS | 2000 | 36.16258889 | -95.73193333 | 275.499 | 52.822 | — | 2 | 0 | 3 | 50.033 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 71.8 | Poor (4) | 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) | Y | 13100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25484 BRKEY
26079 NBI No.
26079 On Under
1 Structure No.
6630T0010EX Control No.
030 Lane Ind.
E Milepoint
00100 Facility Carried
WILL ROGERS TPI-44 Feature Intersected
U.S. 412 UNDER Division
08 County
131 Location
MM 0.52 WRT & US 412 Sufficiency
71.8 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
50 Bridge System
Y 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
2000 ADT Total
13100 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
50.033 Ref. Underclearance Rt.
H Underclearance Right
16.001 Underclearance Left
4.003 Deck Structure Type
1 No. Lanes
3 Fill RCB
0 Appr. Roadway Width
66.995 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
275.499 Deck Width
52.822 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
4 Deck Geometry
4 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
135.2 HS Inv. Rating Method
1 HS Inv. Method
21.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
20960 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1610 Max Measured Clearance
2010 Min Measured Clearance
1704 NBI Rating
26079 ODOT County
66 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
2 138ft. PC BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6630T0010EX H Index
90.0246 Latitude
36:09:45.32 Longitude
-95:43:54.96 I257A
1 I257B
1 I257C
0 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
0.52 N NBI Text
26079 Vault Link
http://plansrv1/bridgemaintvault/b26079 GIS FO/SD
Meets Standards H Inv. Method
12.4 Latitude DD
36.16258889 Longitude DD
-95.73193333 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
25484 x
-10656830.0709512 y
4323016.47677938 |
|||||||||||||||||||||||||||||||||||||
| 26078 | 7338T0859 X | 26078 | Wagoner | ADMIRAL BLVD. | WILL ROGERS TP I-44 UND | 7338T0859 X | 2- 112ft. PC BEAM SPANS | 2000 | 36.158778 | -95.731811 | 225.499 | 43.012 | — | 2 | 0 | 2 | 39.993 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 69.4 | Satisfactory (6) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 16 - Minor Arterial (Urban) | Y | 2000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25483 BRKEY
26078 NBI No.
26078 On Under
1 Structure No.
7338T0859 X Control No.
Lane Ind.
Milepoint
Facility Carried
ADMIRAL BLVD. Feature Intersected
WILL ROGERS TP I-44 UND Division
01 County
145 Location
MM 00.35 WRT Sufficiency
69.4 Kind Hwy
5 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
40 Bridge System
Y Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
16 - Minor Arterial (Urban) Year Built
2000 ADT Total
2000 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
39.993 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
4.003 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
39.993 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
225.499 Deck Width
43.012 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
123 HS Inv. Rating Method
1 HS Inv. Method
26.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3200 Future ADT Year
2042 Bypass Detour
123.652866 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1703 Max Measured Clearance
1809 Min Measured Clearance
1709 NBI Rating
26078 ODOT County
73 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
2- 112ft. PC BEAM SPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7338T0859 X H Index
100 Latitude
36:09:31.6 Longitude
-95:43:54.52 I257A
0 I257B
0 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
ADMIRAL BLVD. Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
0.35 NBI Text
26078 Vault Link
http://plansrv1/bridgemaintvault/b26078 GIS FO/SD
Meets Standards H Inv. Method
17.2 Latitude DD
36.158778 Longitude DD
-95.731811 ODOT County Number
73 Maint. Dist.
1 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
25483 x
-10656816.4532379 y
4322491.03150313 |
|||||||||||||||||||||||||||||||||||||
| 25991 | 7336T0306SX | 25991 | Wagoner | CREEK TP | UNION PACIFIC R.R. UNDER | 7336T0306SX | 74ft.-78ft.-74ft. PC BEAM SPANS | 2000 | 36.030272 | -95.7434 | 225.581 | 40.978 | — | 3 | 16 | 2 | 37.992 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94 | 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 | 6350 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25482 BRKEY
25991 NBI No.
25991 On Under
1 Structure No.
7336T0306SX Control No.
036 Lane Ind.
S Milepoint
03060 Facility Carried
CREEK TP Feature Intersected
UNION PACIFIC R.R. UNDER Division
01 County
145 Location
23.66N Sufficiency
94 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
2 Vertical Clearance
N Horizontal Clearance
40.978 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
2000 ADT Total
6350 ADT Year
2022 Design Load
HS 20 Skew
16 No. Main Spans
3 Road Width
37.992 Ref. Underclearance Rt.
R Underclearance Right
43.999 Underclearance Left
22.999 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
43.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
225.581 Deck Width
40.978 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
9 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
56.2 HS Inv. Rating Method
1 HS Inv. Method
33.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
10160 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
0000 Max Measured Clearance
2701 Min Measured Clearance
2506 NBI Rating
25991 ODOT County
73 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
74ft.-78ft.-74ft. PC BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7336T0306SX H Index
91.0265 Latitude
36:01:48.98 Longitude
-95:44:36.24 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
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
23.66 N NBI Text
25991 Vault Link
http://plansrv1/bridgemaintvault/b25991 GIS FO/SD
Meets Standards H Inv. Method
29.8 Latitude DD
36.030272 Longitude DD
-95.7434 ODOT County Number
73 Maint. Dist.
1 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
25482 x
-10658106.5348167 y
4304787.55243233 |
|||||||||||||||||||||||||||||||||||||
| 25990 | 7336T0253NX | 25990 | Wagoner | CREEK TP | E. 101 ST. S. UNDER | 7336T0253NX | 42ft.-95ft.-42ft. PC BEAM SPANS | 2000 | 36.017172 | -95.746153 | 178.671 | 52.986 | — | 3 | 20 | 3 | 50 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 89 | Good (7) | Good (7) | Good (7) | Very good (8) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | R | 6350 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25481 BRKEY
25990 NBI No.
25990 On Under
1 Structure No.
7336T0253NX Control No.
036 Lane Ind.
N Milepoint
02530 Facility Carried
CREEK TP Feature Intersected
E. 101 ST. S. UNDER Division
01 County
145 Location
23.13N Sufficiency
89 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
52.986 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
2000 ADT Total
6350 ADT Year
2022 Design Load
HS 20 Skew
20 No. Main Spans
3 Road Width
50 Ref. Underclearance Rt.
H Underclearance Right
1.001 Underclearance Left
1.001 Deck Structure Type
1 No. Lanes
3 Fill RCB
0 Appr. Roadway Width
55 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
178.671 Deck Width
52.986 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
8 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
4 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
76 HS Inv. Rating Method
1 HS Inv. Method
45.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
10160 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1506 Max Measured Clearance
1704 Min Measured Clearance
1506 NBI Rating
25990 ODOT County
73 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
42ft.-95ft.-42ft. PC BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7336T0253NX H Index
100 Latitude
36:01:01.82 Longitude
-95:44:46.15 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
22.73N NBI Text
25990 Vault Link
http://plansrv1/bridgemaintvault/b25990 GIS FO/SD
FO H Inv. Method
37 Latitude DD
36.017172 Longitude DD
-95.746153 ODOT County Number
73 Maint. Dist.
1 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
25481 x
-10658412.9973749 y
4302984.47009001 |
|||||||||||||||||||||||||||||||||||||
| 25989 | 7336T0253SX | 25989 | Wagoner | CREEK TP | E. 101ST ST. S. UNDER | 7336T0253SX | 42ft.-95ft.-42ft. PC BEAM SPANS | 2000 | 36.017172 | -95.74665 | 178.681 | 52.986 | — | 3 | 20 | 3 | 50 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 89 | 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 | 6350 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25480 BRKEY
25989 NBI No.
25989 On Under
1 Structure No.
7336T0253SX Control No.
036 Lane Ind.
S Milepoint
02530 Facility Carried
CREEK TP Feature Intersected
E. 101ST ST. S. UNDER Division
01 County
145 Location
23.13S Sufficiency
89 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
52.986 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
2000 ADT Total
6350 ADT Year
2022 Design Load
HS 20 Skew
20 No. Main Spans
3 Road Width
50 Ref. Underclearance Rt.
H Underclearance Right
1.001 Underclearance Left
1.001 Deck Structure Type
1 No. Lanes
3 Fill RCB
0 Appr. Roadway Width
55 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
178.681 Deck Width
52.986 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
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
76 HS Inv. Rating Method
1 HS Inv. Method
45.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
10160 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1610 Max Measured Clearance
1710 Min Measured Clearance
1610 NBI Rating
25989 ODOT County
73 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
42ft.-95ft.-42ft. PC BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7336T0253SX H Index
100 Latitude
36:01:01.82 Longitude
-95:44:47.94 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
22.73S NBI Text
25989 Vault Link
http://plansrv1/bridgemaintvault/b25989 GIS FO/SD
FO H Inv. Method
37 Latitude DD
36.017172 Longitude DD
-95.74665 ODOT County Number
73 Maint. Dist.
1 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
25480 x
-10658468.3231618 y
4302984.47009001 |
|||||||||||||||||||||||||||||||||||||
| 25988 | 7336T0180NX | 25988 | Wagoner | CREEK TP | BROKEN ARROW CREEK TRIB. | 7336T0180NX | 41-44-41 PC BEAM SPANS | 2000 | 36.007494 | -95.748525 | 126.161 | 40.978 | — | 3 | 0 | 2 | 37.992 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95 | Very good (8) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | R | 6450 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25479 BRKEY
25988 NBI No.
25988 On Under
1 Structure No.
7336T0180NX Control No.
036 Lane Ind.
N Milepoint
01800 Facility Carried
CREEK TP Feature Intersected
BROKEN ARROW CREEK TRIB. Division
01 County
145 Location
22.04S Sufficiency
95 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40.978 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
2000 ADT Total
6450 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
37.992 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
45 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
126.161 Deck Width
40.978 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
9 Culv. Rating
N Structure Rating
8 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
72.7 HS Inv. Rating Method
1 HS Inv. Method
43.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
10320 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
25988 ODOT County
73 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
41-44-41 PC BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7336T0180NX H Index
92.078 Latitude
36:00:26.98 Longitude
-95:44:54.69 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
22.04 S NBI Text
25988 Vault Link
http://plansrv1/bridgemaintvault/b25988 GIS FO/SD
Meets Standards H Inv. Method
34.8 Latitude DD
36.007494 Longitude DD
-95.748525 ODOT County Number
73 Maint. Dist.
1 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
25479 x
-10658677.047207 y
4301652.58388812 |
|||||||||||||||||||||||||||||||||||||
| 25987 | 7336T0180SX | 25987 | Wagoner | CREEK TP | BROKEN ARROW CREEK TRIB. | 7336T0180SX | 41ft.-44ft.-41ft. PC BEAM SPANS | 2000 | 36.007494 | -95.748908 | 126.161 | 40.978 | — | 3 | 0 | 6 | 31 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 80.9 | 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 | 6450 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25478 BRKEY
25987 NBI No.
25987 On Under
1 Structure No.
7336T0180SX Control No.
036 Lane Ind.
S Milepoint
01800 Facility Carried
CREEK TP Feature Intersected
BROKEN ARROW CREEK TRIB. Division
01 County
145 Location
22.04N Sufficiency
80.9 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40.978 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
2000 ADT Total
6450 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
31 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
6 Fill RCB
0 Appr. Roadway Width
31 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
126.161 Deck Width
40.978 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
9 Culv. Rating
N Structure Rating
7 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
72.7 HS Inv. Rating Method
1 HS Inv. Method
43.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
10320 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
25987 ODOT County
73 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
41ft.-44ft.-41ft. PC BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7336T0180SX H Index
100 Latitude
36:00:26.98 Longitude
-95:44:56.07 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
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
22.04 N NBI Text
25987 Vault Link
http://plansrv1/bridgemaintvault/b25987 GIS FO/SD
FO H Inv. Method
34.8 Latitude DD
36.007494 Longitude DD
-95.748908 ODOT County Number
73 Maint. Dist.
1 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
25478 x
-10658719.682572 y
4301652.58388812 |
|||||||||||||||||||||||||||||||||||||
| 25898 | 0943T0280 X | 25898 | Canadian | KILPATRICK TP | CREEK | 5586T0808 X | 3-8ft.X 5ft. X246ft.R.C.BOX, SK60RF | 2000 | 35.57305 | -97.68929722 | 30 | 247.999 | — | 4 | 30 | 5 | 246.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 91.1 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | U | 20900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25477 BRKEY
25898 NBI No.
25898 On Under
1 Structure No.
0943T0280 X Control No.
043 Lane Ind.
Milepoint
02800 Facility Carried
KILPATRICK TP Feature Intersected
CREEK Division
04 County
017 Location
118.39 Sufficiency
91.1 Kind Hwy
8 Level Service
1 Route No.
00240 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
2000 ADT Total
20900 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
4 Road Width
246.001 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
5 Fill RCB
5 Appr. Roadway Width
76.001 Span Type Main
M Material
1 - Concrete Design
19 Length
30 Deck Width
247.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
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
33440 Future ADT Year
2042 Bypass Detour
3.728227 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
25898 ODOT County
09 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 5ft. X246ft.R.C.BOX, SK60RF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5586T0808 X H Index
100 Latitude
35:34:22.98 Longitude
-97:41:21.47 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
118.39 NBI Text
25898 Vault Link
http://plansrv1/bridgemaintvault/b25898 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
35.57305 Longitude DD
-97.68929722 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
25477 x
-10874722.8224832 y
4242031.6276542 |
|||||||||||||||||||||||||||||||||||||
| 25897 | 0943T0643 X | 25897 | Canadian | NW 50TH | CREEK | 5586T0448 X | 3-10ft.X4ft.X173ft. R.C.BOX | 2000 | 35.52206667 | -97.69855556 | 32.001 | 175 | — | 3 | 0 | 2 | 172.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 90.6 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 17 - Collector (Urban) | U | 22700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25476 BRKEY
25897 NBI No.
25897 On Under
1 Structure No.
0943T0643 X Control No.
043 Lane Ind.
Milepoint
06430 Facility Carried
NW 50TH Feature Intersected
CREEK Division
04 County
017 Location
114.79 Sufficiency
90.6 Kind Hwy
5 Level Service
1 Route No.
00240 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
28 Bridge System
U Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
17 - Collector (Urban) Year Built
2000 ADT Total
22700 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
172.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
2 Fill RCB
12 Appr. Roadway Width
28 Span Type Main
M Material
1 - Concrete Design
19 Length
32.001 Deck Width
175 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
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
36320 Future ADT Year
2042 Bypass Detour
3.728227 School Bus Rte.
1 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
25897 ODOT County
09 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X4ft.X173ft. R.C.BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5586T0448 X H Index
100 Latitude
35:31:19.44 Longitude
-97:41:54.8 I257A
0 I257B
0 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
N.W. 50TH. Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
114.79 NBI Text
25897 Vault Link
http://plansrv1/bridgemaintvault/b25897 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
35.52206667 Longitude DD
-97.69855556 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
6 Rural/Urban
Urban ARC_ID_NUM
25476 x
-10875753.4561775 y
4235056.20121702 |
|||||||||||||||||||||||||||||||||||||
| 25896 | 0943T0654 X | 25896 | Canadian | KILPATRICK TP | CREEK | 5586T0433 X | 6-10ft.X4ft. R.C.BOX | 2000 | 35.5204 | -97.69769722 | 65 | 242.999 | — | 6 | 0 | 6 | 241.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 90.6 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | U | 22700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25475 BRKEY
25896 NBI No.
25896 On Under
1 Structure No.
0943T0654 X Control No.
043 Lane Ind.
Milepoint
06540 Facility Carried
KILPATRICK TP Feature Intersected
CREEK Division
04 County
017 Location
114.64 Sufficiency
90.6 Kind Hwy
8 Level Service
1 Route No.
00240 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
2000 ADT Total
22700 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
6 Road Width
241.001 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
6 Fill RCB
10 Appr. Roadway Width
76.001 Span Type Main
M Material
1 - Concrete Design
19 Length
65 Deck Width
242.999 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
36320 Future ADT Year
2042 Bypass Detour
3.728227 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
25896 ODOT County
09 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
6-10ft.X4ft. R.C.BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5586T0433 X H Index
100 Latitude
35:31:13.44 Longitude
-97:41:51.71 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
114.64 NBI Text
25896 Vault Link
http://plansrv1/bridgemaintvault/b25896 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
35.5204 Longitude DD
-97.69769722 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
25475 x
-10875657.9062058 y
4234828.24594397 |
|||||||||||||||||||||||||||||||||||||
| 25895 | 0943T0867 X | 25895 | Canadian | NW 23RD | CREEK | 5586T0220 X | 3-10ft.X4ft. X134.0ft. R.C.BOX | 2000 | 35.49367778 | -97.71015833 | 32.001 | 136.001 | — | 4 | 0 | 2 | 133.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 91.4 | 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 | 20100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25474 BRKEY
25895 NBI No.
25895 On Under
1 Structure No.
0943T0867 X Control No.
043 Lane Ind.
Milepoint
08670 Facility Carried
NW 23RD Feature Intersected
CREEK Division
04 County
017 Location
112.50 Sufficiency
91.4 Kind Hwy
8 Level Service
1 Route No.
00240 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.999 Bridge System
U Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
2000 ADT Total
20100 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
4 Road Width
133.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
2 Fill RCB
14 Appr. Roadway Width
24 Span Type Main
M Material
1 - Concrete Design
19 Length
32.001 Deck Width
136.001 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
5 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
32160 Future ADT Year
2042 Bypass Detour
3.728227 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
35 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
25895 ODOT County
09 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X4ft. X134.0ft. R.C.BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5586T0220 X H Index
100 Latitude
35:29:37.24 Longitude
-97:42:36.57 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
KILPATRICK TP Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
112.50 NBI Text
25895 Vault Link
http://plansrv1/bridgemaintvault/b25895 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
35.49367778 Longitude DD
-97.71015833 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
25474 x
-10877045.0706257 y
4231174.01675015 |
|||||||||||||||||||||||||||||||||||||
| 25894 | 0943T0753 X | 25894 | Canadian | KILPATRICK TP | CREEK | 5586T0335 X | 3-10ft.X4ft.X198ft. R.C.BOX | 2000 | 35.50613333 | -97.69812222 | 37.001 | 200 | — | 4 | 30 | 4 | 197.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 91.4 | 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 | 20100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25473 BRKEY
25894 NBI No.
25894 On Under
1 Structure No.
0943T0753 X Control No.
043 Lane Ind.
Milepoint
07530 Facility Carried
KILPATRICK TP Feature Intersected
CREEK Division
04 County
017 Location
113.60 Sufficiency
91.4 Kind Hwy
8 Level Service
1 Route No.
00240 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
2000 ADT Total
20100 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
4 Road Width
197.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
4 Fill RCB
18 Appr. Roadway Width
76.001 Span Type Main
M Material
1 - Concrete Design
19 Length
37.001 Deck Width
200 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
5 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
32160 Future ADT Year
2042 Bypass Detour
3.728227 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
25894 ODOT County
09 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X4ft.X198ft. R.C.BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5586T0335 X H Index
100 Latitude
35:30:22.08 Longitude
-97:41:53.24 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
113.60 NBI Text
25894 Vault Link
http://plansrv1/bridgemaintvault/b25894 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
35.50613333 Longitude DD
-97.69812222 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
25473 x
-10875705.2169894 y
4232877.14588543 |
|||||||||||||||||||||||||||||||||||||
| 25893 | 0943T0878 X | 25893 | Canadian | KILPATRICK TP | CREEK | 5586T0207 X | 3-10ft.X4ft.X173ft..0ft. R.C.B. | 2000 | 35.492125 | -97.71134444 | 37.001 | 175 | — | 3 | 30 | 4 | 172.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 91.4 | 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 | 20100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25472 BRKEY
25893 NBI No.
25893 On Under
1 Structure No.
0943T0878 X Control No.
043 Lane Ind.
Milepoint
08780 Facility Carried
KILPATRICK TP Feature Intersected
CREEK Division
04 County
017 Location
112.37 Sufficiency
91.4 Kind Hwy
8 Level Service
1 Route No.
00240 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.999 Bridge System
U Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
2000 ADT Total
20100 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
172.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
4 Fill RCB
6 Appr. Roadway Width
76.001 Span Type Main
M Material
1 - Concrete Design
19 Length
37.001 Deck Width
175 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
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
32160 Future ADT Year
2042 Bypass Detour
3.728227 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
25893 ODOT County
09 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X4ft.X173ft..0ft. R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5586T0207 X H Index
100 Latitude
35:29:31.65 Longitude
-97:42:40.84 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
112.37 NBI Text
25893 Vault Link
http://plansrv1/bridgemaintvault/b25893 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
35.492125 Longitude DD
-97.71134444 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
25472 x
-10877177.107787 y
4230961.71345651 |
|||||||||||||||||||||||||||||||||||||
| 24865 | 5550R0425 X | 24865 | Oklahoma | S.H. 152 | N. CANANDIAN RIVER TRIB. | 5550F0425 X | 3-10ft.X 6ft.X 312ft.R.C.B | 1972 | 35.31666667 | -95.55972222 | 40.026 | 272.201 | — | 3 | 0 | 4 | 112.799 | 1 - Concrete | Culvert (19) | M | _ | Open, no restriction (A) | 97 | Excellent (9) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Excellent (9) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | B | 12800 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
25461 BRKEY
24865 NBI No.
24865 On Under
1 Structure No.
5550R0425 X Control No.
050 Lane Ind.
Milepoint
04250 Facility Carried
S.H. 152 Feature Intersected
N. CANANDIAN RIVER TRIB. Division
04 County
109 Location
4.25 MI. NE OF C/L Sufficiency
97 Kind Hwy
3 Level Service
1 Route No.
00152 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
82.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1972 ADT Total
12800 ADT Year
1999 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
112.799 Ref. Underclearance Rt.
_ Underclearance Right
-1 Underclearance Left
-1 Deck Structure Type
_ No. Lanes
4 Fill RCB
04 Appr. Roadway Width
37.001 Span Type Main
M Material
1 - Concrete Design
19 Length
40.026 Deck Width
272.201 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
9 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
N Culv. Rating
9 Structure Rating
9 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
48.612 HS Inv. Rating Method
2 HS Inv. Method
48.612 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
12800 Future ADT Year
2017 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
24865 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.
0 DK Surf. Type
_ Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X 6ft.X 312ft.R.C.B Route Flag
P Status Flag
V On Off System
1 Frontage Ind.
Alt. Structure Name
5550F0425 X H Index
100 Latitude
35:19:00 Longitude
-95:33:35 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
S.H. 152 Scour
9 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
24865 Vault Link
http://plansrv1/bridgemaintvault/b24865 GIS FO/SD
Meets Standards H Inv. Method
35.715 Latitude DD
35.31666667 Longitude DD
-95.55972222 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
25461 x
-10637659.6178771 y
4206998.58465707 |
|||||||||||||||||||||||||||||||||||||
| 24864 | 5552R0206 XR | 24864 | Oklahoma | S.H. 152 OFF-RAMP | MIDDLE BRANCH CAMPBELL | 5550F0206 X | 2-12ft.X 9ft.X 138ft.R.C.B | 1998 | 35.411592 | -97.655333 | 26.903 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 100 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | B | 20500 | 2018 | 5 | Unmatched |
|
Raw data
OBJECTID
25460 BRKEY
24864 NBI No.
24864 On Under
1 Structure No.
5552R0206 XR Control No.
052 Lane Ind.
Milepoint
02060 Facility Carried
S.H. 152 OFF-RAMP Feature Intersected
MIDDLE BRANCH CAMPBELL Division
04 County
109 Location
2.06 MI. NE OF C/L Sufficiency
100 Kind Hwy
3 Level Service
7 Route No.
00152 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
82.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1998 ADT Total
20500 ADT Year
2018 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
4 Appr. Roadway Width
47.999 Span Type Main
M Material
1 - Concrete Design
19 Length
26.903 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
8 Structure Rating
8 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
32800 Future ADT Year
2038 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
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
24864 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
2-12ft.X 9ft.X 138ft.R.C.B Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
R Alt. Structure Name
5550F0206 X H Index
98.6353 Latitude
35:24:41.73 Longitude
-97:39:19.2 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 152 OFF-RAMP Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
7 - Ramp, Wye, Connector, etc. Historical Significance
5 Local Bridge ID
-1 NBI Text
24864 Vault Link
http://plansrv1/bridgemaintvault/b24864 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
35.411592 Longitude DD
-97.655333 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
25460 x
-10870941.9428076 y
4219956.48471607 |
|||||||||||||||||||||||||||||||||||||
| 25057 | 5834 0200 X | 25057 | Ottawa | S.H. 69A | CREEK | 5834 0200 X | 2-10ft.X5ft. X46ft.R C BOX | 1997 | 36.89622222 | -94.84175 | 22.999 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 95.6 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 6000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25450 BRKEY
25057 NBI No.
25057 On Under
1 Structure No.
5834 0200 X Control No.
034 Lane Ind.
Milepoint
02000 Facility Carried
S.H. 69A Feature Intersected
CREEK Division
08 County
115 Location
2 MI.N.S.H.-10 Sufficiency
95.6 Kind Hwy
3 Level Service
1 Route No.
N4570 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
36.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1997 ADT Total
6000 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
22.999 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
8 Structure Rating
8 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
9600 Future ADT Year
2042 Bypass Detour
3.106856 School Bus Rte.
1 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
25057 ODOT County
58 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X5ft. X46ft.R C BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5834 0200 X H Index
100 Latitude
36:53:46.4 Longitude
-94:50:30.3 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 69A Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
25057 Vault Link
http://plansrv1/bridgemaintvault/b25057 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
36.89622222 Longitude DD
-94.84175 ODOT County Number
58 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
25450 x
-10557735.315943 y
4424651.35790792 |
|||||||||||||||||||||||||||||||||||||
| 24957 | 7285 0587 X | 24957 | Tulsa | S.H. 51 | MUD CREEK | 7285 0587 X | 3-20ft. X15ft. X173ft. RCB | 2000 | 36.13804444 | -96.19398333 | 72.001 | 0 | — | 3 | 30 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 82.3 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 10000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25445 BRKEY
24957 NBI No.
24957 On Under
1 Structure No.
7285 0587 X Control No.
085 Lane Ind.
Milepoint
05870 Facility Carried
S.H. 51 Feature Intersected
MUD CREEK Division
08 County
143 Location
5.9 MI E C/L Sufficiency
82.3 Kind Hwy
3 Level Service
1 Route No.
00051 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.999 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
2000 ADT Total
10000 ADT Year
2022 Design Load
NO VALUE GIVEN 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
4 Fill RCB
5 Appr. Roadway Width
37.999 Span Type Main
M Material
1 - Concrete Design
19 Length
72.001 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
5 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
60 HS Inv. Rating Method
3 HS Inv. Method
36 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
16000 Future ADT Year
2042 Bypass Detour
1.864114 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
24957 ODOT County
72 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-20ft. X15ft. X173ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7285 0587 X H Index
92.1427 Latitude
36:08:16.96 Longitude
-96:11:38.34 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 51 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
24957 Vault Link
http://plansrv1/bridgemaintvault/b24957 GIS FO/SD
Meets Standards H Inv. Method
36 Latitude DD
36.13804444 Longitude DD
-96.19398333 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
25445 x
-10708265.2416722 y
4319632.7368754 |
|||||||||||||||||||||||||||||||||||||
| 24955 | 7278 0823SX | 24955 | Tulsa | I-44 EB | R.R & SERVICE ROAD UNDER | 7278 0823SX | 110.5ft.-110.5ft.P.C.BM. | 1999 | 36.10934167 | -95.90225278 | 220 | 90.916 | — | 2 | 0 | 4 | 88.06 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.7 | Good (7) | Satisfactory (6) | 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 | 36500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25443 BRKEY
24955 NBI No.
24955 On Under
1 Structure No.
7278 0823SX Control No.
078 Lane Ind.
S Milepoint
08230 Facility Carried
I-44 EB Feature Intersected
R.R & SERVICE ROAD UNDER Division
08 County
143 Location
6.2 MI E JCT US 75 Sufficiency
97.7 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
4 Vertical Clearance
Y Horizontal Clearance
88.06 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
1999 ADT Total
36500 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
88.06 Ref. Underclearance Rt.
R Underclearance Right
22.9 Underclearance Left
30 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
88.06 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
220 Deck Width
90.916 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
9 Underclearance
9 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
58.6 HS Inv. Rating Method
3 HS Inv. Method
37 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
58400 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
2509 Max Measured Clearance
2606 Min Measured Clearance
2600 NBI Rating
24955 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
110.5ft.-110.5ft.P.C.BM. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7278 0823SX H Index
89.4096 Latitude
36:06:33.63 Longitude
-95:54:08.11 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-44 EB 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
24955 Vault Link
http://plansrv1/bridgemaintvault/b24955 GIS FO/SD
Meets Standards H Inv. Method
36.9 Latitude DD
36.10934167 Longitude DD
-95.90225278 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
25443 x
-10675789.9453974 y
4315677.06623119 |
|||||||||||||||||||||||||||||||||||||
| 24954 | 7278 0823NX | 24954 | Tulsa | I-44 WB | R.R & SERVICE ROAD UNDER | 7278 0823NX | 110.5ft.-110.5ft. P.C.BM | 1999 | 36.10955278 | -95.90251389 | 220 | 85.75 | — | 2 | 0 | 4 | 82.89 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.7 | Good (7) | Satisfactory (6) | 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 | 46900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25442 BRKEY
24954 NBI No.
24954 On Under
1 Structure No.
7278 0823NX Control No.
078 Lane Ind.
N Milepoint
08230 Facility Carried
I-44 WB Feature Intersected
R.R & SERVICE ROAD UNDER Division
08 County
143 Location
6.2 MI E JCT US 75 Sufficiency
97.7 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
4 Vertical Clearance
Y Horizontal Clearance
82.89 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
1999 ADT Total
46900 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
82.89 Ref. Underclearance Rt.
R Underclearance Right
15.4 Underclearance Left
30 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
82.89 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
220 Deck Width
85.75 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
6 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
9 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
58.6 HS Inv. Rating Method
3 HS Inv. Method
37 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
75040 Future ADT Year
2042 Bypass Detour
0.099997 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
0 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
2509 Max Measured Clearance
2604 Min Measured Clearance
2602 NBI Rating
24954 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
110.5ft.-110.5ft. P.C.BM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7278 0823NX H Index
89.5414 Latitude
36:06:34.39 Longitude
-95:54:09.05 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-44 WB 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
24954 Vault Link
http://plansrv1/bridgemaintvault/b24954 GIS FO/SD
Meets Standards H Inv. Method
36.9 Latitude DD
36.10955278 Longitude DD
-95.90251389 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
25442 x
-10675819.0120296 y
4315706.15506567 |
|||||||||||||||||||||||||||||||||||||
| 24863 | 5550R0232 X | 24863 | Oklahoma | S.H. 152 | CAMBELL CREEK | 5550F0232 X | 3-12ft.X 10ft.X 89ft.R.C.B | 1972 | 35.31666667 | -95.55972222 | 40.026 | 65 | — | 3 | 0 | 4 | 37.402 | 1 - Concrete | Culvert (19) | M | _ | Open, no restriction (A) | 78 | Excellent (9) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Excellent (9) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | B | 12800 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
25441 BRKEY
24863 NBI No.
24863 On Under
1 Structure No.
5550R0232 X Control No.
050 Lane Ind.
Milepoint
02320 Facility Carried
S.H. 152 Feature Intersected
CAMBELL CREEK Division
04 County
109 Location
2.32 MI. NE OF C/L Sufficiency
78 Kind Hwy
3 Level Service
1 Route No.
00152 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
82.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1972 ADT Total
12800 ADT Year
1999 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
37.402 Ref. Underclearance Rt.
_ Underclearance Right
-1 Underclearance Left
-1 Deck Structure Type
_ No. Lanes
4 Fill RCB
04 Appr. Roadway Width
37.001 Span Type Main
M Material
1 - Concrete Design
19 Length
40.026 Deck Width
65 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
9 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
N Culv. Rating
9 Structure Rating
9 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
48.612 HS Inv. Rating Method
2 HS Inv. Method
48.612 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
12800 Future ADT Year
2017 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
24863 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.
0 DK Surf. Type
_ Lft. Curb SW
0 Rt. Curb SW
0 Description
3-12ft.X 10ft.X 89ft.R.C.B Route Flag
P Status Flag
V On Off System
1 Frontage Ind.
Alt. Structure Name
5550F0232 X H Index
100 Latitude
35:19:00 Longitude
-95:33:35 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
S.H. 152 Scour
9 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
24863 Vault Link
http://plansrv1/bridgemaintvault/b24863 GIS FO/SD
Meets Standards H Inv. Method
35.715 Latitude DD
35.31666667 Longitude DD
-95.55972222 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
25441 x
-10637659.6178771 y
4206998.58465707 |
|||||||||||||||||||||||||||||||||||||
| 24862 | 5552 0210 X | 24862 | Oklahoma | S.H. 152 | M. BRANCH CAMBELL CREEK | 5550F0210 X | 2-12ft.X 9ft.X 275ft.R.C.B | 1998 | 35.41264167 | -97.65471667 | 26.903 | 0 | — | 2 | 0 | 6 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 85 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | B | 17500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25440 BRKEY
24862 NBI No.
24862 On Under
1 Structure No.
5552 0210 X Control No.
052 Lane Ind.
Milepoint
02100 Facility Carried
S.H. 152 Feature Intersected
M. BRANCH CAMBELL CREEK Division
04 County
109 Location
2.10 MI. NE OF C/L Sufficiency
85 Kind Hwy
3 Level Service
1 Route No.
00152 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
67 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1998 ADT Total
17500 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
6 Fill RCB
22 Appr. Roadway Width
95.997 Span Type Main
M Material
1 - Concrete Design
19 Length
26.903 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60.01 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
28000 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
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
24862 ODOT County
55 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-12ft.X 9ft.X 275ft.R.C.B Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5550F0210 X H Index
98.1191 Latitude
35:24:45.51 Longitude
-97:39:16.98 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 152 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
24862 Vault Link
http://plansrv1/bridgemaintvault/b24862 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
35.41264167 Longitude DD
-97.65471667 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
25440 x
-10870873.3332658 y
4220099.85646338 |
|||||||||||||||||||||||||||||||||||||
| 24859 | 5550R0221 X | 24859 | Oklahoma | S.H. 152 | MIDDLE BRANCH CAMBELL CR | 5550F0221 X | 2-12ft.X 9ft.X 108ft.-9ft.R. | 1972 | 35.31666667 | -95.55972222 | 26.903 | 109.4 | — | 2 | 60 | 4 | 65 | 1 - Concrete | Culvert (19) | M | _ | Open, no restriction (A) | 97 | Excellent (9) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Excellent (9) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | B | 12800 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
25437 BRKEY
24859 NBI No.
24859 On Under
1 Structure No.
5550R0221 X Control No.
050 Lane Ind.
Milepoint
02210 Facility Carried
S.H. 152 Feature Intersected
MIDDLE BRANCH CAMBELL CR Division
04 County
109 Location
2.2 MI. NE OF C/L Sufficiency
97 Kind Hwy
3 Level Service
1 Route No.
00152 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
93.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1972 ADT Total
12800 ADT Year
1999 Design Load
HS 20 Skew
60 No. Main Spans
2 Road Width
65 Ref. Underclearance Rt.
N Underclearance Right
-1 Underclearance Left
-1 Deck Structure Type
_ No. Lanes
4 Fill RCB
06 Appr. Roadway Width
37.001 Span Type Main
M Material
1 - Concrete Design
19 Length
26.903 Deck Width
109.4 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
9 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
N Culv. Rating
9 Structure Rating
9 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
48.612 HS Inv. Rating Method
2 HS Inv. Method
48.612 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
12800 Future ADT Year
2017 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
24859 ODOT County
55 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
_ Lft. Curb SW
0 Rt. Curb SW
0 Description
2-12ft.X 9ft.X 108ft.-9ft.R. Route Flag
P Status Flag
V On Off System
1 Frontage Ind.
Alt. Structure Name
5550F0221 X H Index
100 Latitude
35:19:00 Longitude
-95:33:35 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
S.H. 152 Scour
9 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
24859 Vault Link
http://plansrv1/bridgemaintvault/b24859 GIS FO/SD
Meets Standards H Inv. Method
35.715 Latitude DD
35.31666667 Longitude DD
-95.55972222 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
25437 x
-10637659.6178771 y
4206998.58465707 |
|||||||||||||||||||||||||||||||||||||
| 24858 | 5552 0369SX | 24858 | Oklahoma | S.H. 152 EB | SW 44TH ST. UNDER | 5550F0369SX | 50ft.-80ft.-50ft.PCBM SPANS X37ft.-4ft. CLR.RDY SK. 58DEG.RF W/ F-SHAPED RAIL | 2005 | 35.4205 | -97.631156 | 181.102 | 39.501 | — | 3 | 32 | 2 | 37.3 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98.8 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | B | 10500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25436 BRKEY
24858 NBI No.
24858 On Under
1 Structure No.
5552 0369SX Control No.
052 Lane Ind.
S Milepoint
03690 Facility Carried
S.H. 152 EB Feature Intersected
SW 44TH ST. UNDER Division
04 County
109 Location
3.69 MI.NE CANADIDAN CO Sufficiency
98.8 Kind Hwy
3 Level Service
1 Route No.
00152 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.3 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
2005 ADT Total
10500 ADT Year
2022 Design Load
HS 20 Skew
32 No. Main Spans
3 Road Width
37.3 Ref. Underclearance Rt.
H Underclearance Right
8.799 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
181.102 Deck Width
39.501 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
58 HS Inv. Rating Method
1 HS Inv. Method
35 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
16800 Future ADT Year
2042 Bypass Detour
0.099997 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1610 Max Measured Clearance
1710 Min Measured Clearance
1701 NBI Rating
24858 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
50ft.-80ft.-50ft.PCBM SPANS X37ft.-4ft. CLR.RDY SK. 58DEG.RF W/ F-SHAPED RAIL Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5550F0369SX H Index
99.0922 Latitude
35:25:13.8 Longitude
-97:37:52.16 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 152 E.B. 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
24858 Vault Link
http://plansrv1/bridgemaintvault/b24858 GIS FO/SD
Meets Standards H Inv. Method
28 Latitude DD
35.4205 Longitude DD
-97.631156 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
25436 x
-10868250.5714787 y
4221173.26504113 |
|||||||||||||||||||||||||||||||||||||
| 24953 | 7278 0805SX | 24953 | Tulsa | I-44 EB | SHERIDAN RD. UNDER | 7278 0805SX | 65ft.-118-65ft. CONT. PL | 1999 | 36.107561 | -95.904764 | 248 | 90.89 | — | 3 | 41 | 4 | 88.06 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95.7 | Good (7) | Satisfactory (6) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 36500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25423 BRKEY
24953 NBI No.
24953 On Under
1 Structure No.
7278 0805SX Control No.
078 Lane Ind.
S Milepoint
08050 Facility Carried
I-44 EB Feature Intersected
SHERIDAN RD. UNDER Division
08 County
143 Location
6 MI E JCT US 75 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
88.06 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
1999 ADT Total
36500 ADT Year
2022 Design Load
HS 20 Skew
41 No. Main Spans
3 Road Width
88.06 Ref. Underclearance Rt.
H Underclearance Right
6.001 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
67.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
248 Deck Width
90.89 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
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
9 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
62.5 HS Inv. Rating Method
1 HS Inv. Method
55.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
58400 Future ADT Year
2042 Bypass Detour
0.099997 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1608 Max Measured Clearance
1708 Min Measured Clearance
1700 NBI Rating
24953 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
4 Lft. Curb SW
0 Rt. Curb SW
0 Description
65ft.-118-65ft. CONT. PL Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7278 0805SX H Index
94.348 Latitude
36:06:27.22 Longitude
-95:54:17.15 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-44 EB 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
24953 Vault Link
http://plansrv1/bridgemaintvault/b24953 GIS FO/SD
Meets Standards H Inv. Method
36.4 Latitude DD
36.107561 Longitude DD
-95.904764 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
25423 x
-10676069.4931291 y
4315431.71092751 |
|||||||||||||||||||||||||||||||||||||
| 24952 | 7278 0805NX | 24952 | Tulsa | I-44 WB | SHERIDAN RD. UNDER | 7278 0805NX | 65ft.-118ft.-65ft.CONT. PL | 1998 | 36.107928 | -95.904767 | 248 | 82.457 | — | 3 | 41 | 4 | 79.563 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95.6 | Good (7) | Satisfactory (6) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 46900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25422 BRKEY
24952 NBI No.
24952 On Under
1 Structure No.
7278 0805NX Control No.
078 Lane Ind.
N Milepoint
08050 Facility Carried
I-44 WB Feature Intersected
SHERIDAN RD. UNDER Division
08 County
143 Location
6 MI E JCT US 75 Sufficiency
95.6 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
79.563 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
1998 ADT Total
46900 ADT Year
2022 Design Load
HS 20 Skew
41 No. Main Spans
3 Road Width
79.563 Ref. Underclearance Rt.
H Underclearance Right
6.001 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
79.563 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
248 Deck Width
82.457 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
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
9 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
92.5 HS Inv. Rating Method
1 HS Inv. Method
55.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
75040 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
1608 Max Measured Clearance
2000 Min Measured Clearance
1700 NBI Rating
24952 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
4 Lft. Curb SW
0 Rt. Curb SW
0 Description
65ft.-118ft.-65ft.CONT. PL Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7278 0805NX H Index
94.7168 Latitude
36:06:28.54 Longitude
-95:54:17.16 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-44 WB 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
24952 Vault Link
http://plansrv1/bridgemaintvault/b24952 GIS FO/SD
Meets Standards H Inv. Method
36.4 Latitude DD
36.107928 Longitude DD
-95.904767 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
25422 x
-10676069.8270875 y
4315482.27873972 |