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 | |||||||||||||||||||||||||||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 21700 | 0424 0092 X | 21700 | Beaver | S.H. 3 | FULTON CREEK | 0424 0092 X | 3-70ft. PRESTRESSED CO | 1987 | 36.61645 | -100.93729722 | 209.974 | 46.001 | — | 3 | 0 | 2 | 43.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 89.6 | Good (7) | Satisfactory (6) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 1600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21094 BRKEY
21700 NBI No.
21700 On Under
1 Structure No.
0424 0092 X Control No.
024 Lane Ind.
Milepoint
00920 Facility Carried
S.H. 3 Feature Intersected
FULTON CREEK Division
06 County
007 Location
0.9 MI.E OF TEXAS CO Sufficiency
89.6 Kind Hwy
3 Level Service
1 Route No.
00003 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
43.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1987 ADT Total
1600 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
43.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
209.974 Deck Width
46.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
6 Super Rating
8 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
8 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
51.8 HS Inv. Rating Method
1 HS Inv. Method
31 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2560 Future ADT Year
2042 Bypass Detour
55.923407 School Bus Rte.
3 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
21700 ODOT County
04 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-70ft. PRESTRESSED CO Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0424 0092 X H Index
89.3379 Latitude
36:36:59.22 Longitude
-100:56:14.27 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 3 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
21700 Vault Link
http://plansrv1/bridgemaintvault/b21700 GIS FO/SD
Meets Standards H Inv. Method
22.6 Latitude DD
36.61645 Longitude DD
-100.93729722 ODOT County Number
4 Maint. Dist.
6 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
21094 x
-11236288.5285797 y
4385778.85798572 |
|||||||||||||||||||||||||||||||||||||
| 21720 | 0422 1984 X | 21720 | Beaver | U.S. 270 | KIOWA CREEK | 0422 1984 X | 100ft.,(4-100ft. CONT)10 | 1987 | 36.61613889 | -100.16695278 | 600.066 | 45.8 | — | 6 | 0 | 2 | 44 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 85.1 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 2000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21073 BRKEY
21720 NBI No.
21720 On Under
1 Structure No.
0422 1984 X Control No.
022 Lane Ind.
Milepoint
19840 Facility Carried
U.S. 270 Feature Intersected
KIOWA CREEK Division
06 County
007 Location
19.8 MI.E. JCT. SH23 Sufficiency
85.1 Kind Hwy
2 Level Service
1 Route No.
00270 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
44 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1987 ADT Total
2000 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
6 Road Width
44 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
600.066 Deck Width
45.8 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
6 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
6 Deck Geometry
8 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
106.2 HS Inv. Rating Method
1 HS Inv. Method
38.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3200 Future ADT Year
2042 Bypass Detour
70.214944 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
nr Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
21720 ODOT County
04 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
100ft.,(4-100ft. CONT)10 Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0422 1984 X H Index
98.0268 Latitude
36:36:58.1 Longitude
-100:10:01.03 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 270 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
21720 Vault Link
http://plansrv1/bridgemaintvault/b21720 GIS FO/SD
Meets Standards H Inv. Method
26.1 Latitude DD
36.61613889 Longitude DD
-100.16695278 ODOT County Number
4 Maint. Dist.
6 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
21073 x
-11150534.1777835 y
4385735.71004054 |
|||||||||||||||||||||||||||||||||||||
| 21719 | 5153 0059 X | 21719 | Muskogee | PEDESTRIAN | S.H. 165 UNDER | 5153 0059 X | (2-100ft.)(130ft.-140ft.) | 1987 | 35.711206 | -95.370292 | 650 | 8.999 | — | 4 | 0 | 0 | 76.001 | 3 - Steel | Box Beam or Girders — Multiple (05) | M | Concrete cast-in-place (1) | ! | -2 | Not applicable (N) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | K | 13000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21072 BRKEY
21719 NBI No.
21719 On Under
A Structure No.
5153 0059 X Control No.
053 Lane Ind.
Milepoint
00590 Facility Carried
PEDESTRIAN Feature Intersected
S.H. 165 UNDER Division
01 County
101 Location
0.5 MI E OF US 64 Sufficiency
-2 Kind Hwy
3 Level Service
1 Route No.
00165 Service Type On
3 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
70 Bridge System
K Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1987 ADT Total
13000 ADT Year
2022 Design Load
Pedestrian Skew
0 No. Main Spans
4 Road Width
76.001 Ref. Underclearance Rt.
H Underclearance Right
33.999 Underclearance Left
17.999 Deck Structure Type
1 No. Lanes
0 Fill RCB
Appr. Roadway Width
76.001 Span Type Main
M Material
3 - Steel Design
05 Length
650 Deck Width
8.999 Bridge Open Closed
! TSF Rail
_ TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
N Culv. Rating
N Structure Rating
N Deck Geometry
N Underclearance
9 Bridge Posting
0 Waterway Adequacy
N Approach Alignment
N HS Operating Rating Method
! HS Operating Rating
0 HS Inv. Rating Method
! HS Inv. Method
0 H Operating Rating
! H Inv. Rating Method
! Future ADT
20800 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1906 Max Measured Clearance
1911 Min Measured Clearance
1906 NBI Rating
21719 ODOT County
51 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
(2-100ft.)(130ft.-140ft.) Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5153 0059 X H Index
98.1386 Latitude
35:42:40.34 Longitude
-95:22:13.05 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
0 Roadway Name
S.H. 165 UNDER Scour
N Design Structure
5 - Box Beam or Girders - Multiple FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
21719 Vault Link
http://plansrv1/bridgemaintvault/b21719 GIS FO/SD
Meets Standards H Inv. Method
0 Latitude DD
35.711206 Longitude DD
-95.370292 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
21072 x
-10616572.3422458 y
4260956.17930735 |
|||||||||||||||||||||||||||||||||||||
| 21718 | 7421 1492EX | 21718 | Washington | U.S. 75 | CANEY RIVER | 7421 1492EX | 60ft.,100ft.,90ft.,2-100ft., | 1987 | 36.640583 | -95.935208 | 530 | 40 | — | 5 | 0 | 2 | 38 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94.9 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 7100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21071 BRKEY
21718 NBI No.
21718 On Under
1 Structure No.
7421 1492EX Control No.
021 Lane Ind.
E Milepoint
14920 Facility Carried
U.S. 75 Feature Intersected
CANEY RIVER Division
08 County
147 Location
6.5 MI S US 60 Sufficiency
94.9 Kind Hwy
2 Level Service
1 Route No.
00075 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
38 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1987 ADT Total
7100 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
5 Road Width
38 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
530 Deck Width
40 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
6 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
74.2 HS Inv. Rating Method
1 HS Inv. Method
38.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
11360 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
21718 ODOT County
74 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
60ft.,100ft.,90ft.,2-100ft., Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7421 1492EX H Index
92.0494 Latitude
36:38:26.1 Longitude
-95:56:06.75 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 75 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
21718 Vault Link
http://plansrv1/bridgemaintvault/b21718 GIS FO/SD
Meets Standards H Inv. Method
25.9 Latitude DD
36.640583 Longitude DD
-95.935208 ODOT County Number
74 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
21071 x
-10679458.5037068 y
4389126.40222413 |
|||||||||||||||||||||||||||||||||||||
| 21717 | 7293 0350EXR | 21717 | Tulsa | U.S. 75 RAMP N-E | S.H. 11 WB UNDER | 7293 0340 XR | 115ft.,2-138ft.,115ft. CON | 1987 | 36.199508 | -95.948114 | 501.969 | 28.999 | — | 4 | 0 | 1 | 26.001 | 4 - Steel Continuous | Girder and Floorbeam System (03) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 90.8 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | C | 25000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21070 BRKEY
21717 NBI No.
21717 On Under
1 Structure No.
7293 0350EXR Control No.
093 Lane Ind.
E Milepoint
03500 Facility Carried
U.S. 75 RAMP N-E Feature Intersected
S.H. 11 WB UNDER Division
08 County
143 Location
3.4 MI N OF I-244 Sufficiency
90.8 Kind Hwy
2 Level Service
7 Route No.
00075 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
26.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
1987 ADT Total
25000 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
4 Road Width
26.001 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
3.999 Deck Structure Type
1 No. Lanes
1 Fill RCB
Appr. Roadway Width
26.001 Span Type Main
M Material
4 - Steel Continuous Design
03 Length
501.969 Deck Width
28.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
8 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
95 HS Inv. Rating Method
1 HS Inv. Method
56.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
40000 Future ADT Year
2042 Bypass Detour
3.728227 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
N Existing Posting
1802 Max Measured Clearance
1800 Min Measured Clearance
1611 NBI Rating
21717 ODOT County
72 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
115ft.,2-138ft.,115ft. CON Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
R Alt. Structure Name
7293 0340 XR H Index
93.0175 Latitude
36:11:58.23 Longitude
-95:56:53.21 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
1 Roadway Name
U.S. 75 RAMP N-E Scour
N Design Structure
3 - Girder and Floorbeam System FOSD
Meets Standards Service Level
7 - Ramp, Wye, Connector, etc. Historical Significance
5 Local Bridge ID
-1 NBI Text
21717 Vault Link
http://plansrv1/bridgemaintvault/b21717 GIS FO/SD
Meets Standards H Inv. Method
31.6 Latitude DD
36.199508 Longitude DD
-95.948114 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
21070 x
-10680895.193055 y
4328108.20452875 |
|||||||||||||||||||||||||||||||||||||
| 21716 | 3012 1368 X | 21716 | Harper | U.S. 270 | OTTER CREEK | 3012 1368 X | 5-85ft. PRESTRESSED CO | 1987 | 36.61813889 | -99.76062222 | 425.853 | 45.932 | — | 5 | 0 | 2 | 43.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 86.1 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 3000 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
21069 BRKEY
21716 NBI No.
21716 On Under
1 Structure No.
3012 1368 X Control No.
012 Lane Ind.
Milepoint
13680 Facility Carried
U.S. 270 Feature Intersected
OTTER CREEK Division
06 County
059 Location
13.6 MI E BEAVER C/L Sufficiency
86.1 Kind Hwy
2 Level Service
1 Route No.
00270 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
43.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1987 ADT Total
3000 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
5 Road Width
43.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
425.853 Deck Width
45.932 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
6 Sub Rating
6 Chan. Rating
7 Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
76 HS Inv. Rating Method
1 HS Inv. Method
45 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4800 Future ADT Year
2042 Bypass Detour
47.22421 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
_ Advanced Warning Sign
N Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
21716 ODOT County
30 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
5-85ft. PRESTRESSED CO Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3012 1368 X H Index
88.6948 Latitude
36:37:05.3 Longitude
-99:45:38.24 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 270 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
21716 Vault Link
http://plansrv1/bridgemaintvault/b21716 GIS FO/SD
Meets Standards H Inv. Method
31 Latitude DD
36.61813889 Longitude DD
-99.76062222 ODOT County Number
30 Maint. Dist.
6 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
21069 x
-11105301.6667505 y
4386013.09371678 |
|||||||||||||||||||||||||||||||||||||
| 21696 | 5563 0174 X | 21696 | Oklahoma | NW EXPWY(OLD SH3A) | S.H. 74 & GRAND BLVD UND | 5563 0160 X | 2-101ft. P.C. BEAM SPANS SK. 58 DEG.41ft.43ft. | 1987 | 35.531778 | -97.578911 | 203.645 | 115 | — | 2 | 32 | 8 | 112.001 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 71 | Fair (5) | Good (7) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 16 - Minor Arterial (Urban) | B | 114400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21048 BRKEY
21696 NBI No.
21696 On Under
1 Structure No.
5563 0174 X Control No.
Lane Ind.
Milepoint
Facility Carried
NW EXPWY(OLD SH3A) Feature Intersected
S.H. 74 & GRAND BLVD UND Division
04 County
109 Location
1.6 MI N I-44 Sufficiency
71 Kind Hwy
5 Level Service
1 Route No.
0003A Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
99.9 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
16 - Minor Arterial (Urban) Year Built
1987 ADT Total
114400 ADT Year
2022 Design Load
HS 20 Skew
32 No. Main Spans
2 Road Width
112.001 Ref. Underclearance Rt.
H Underclearance Right
15.997 Underclearance Left
5.499 Deck Structure Type
1 No. Lanes
8 Fill RCB
Appr. Roadway Width
112.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
203.645 Deck Width
115 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
6 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
6 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
89 HS Inv. Rating Method
1 HS Inv. Method
42 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
183040 Future ADT Year
2042 Bypass Detour
4 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
40 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1805 Max Measured Clearance
1906 Min Measured Clearance
1710 NBI Rating
21696 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-101ft. P.C. BEAM SPANS SK. 58 DEG.41ft.43ft. Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5563 0160 X H Index
95.7141 Latitude
35:31:54.4 Longitude
-97:34:44.08 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
NW EXPWY(OLD SH3A) 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
21696 Vault Link
http://plansrv1/bridgemaintvault/b21696 GIS FO/SD
Meets Standards H Inv. Method
28 Latitude DD
35.531778 Longitude DD
-97.578911 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
21048 x
-10862434.6846822 y
4236384.54205165 |
|||||||||||||||||||||||||||||||||||||
| 21695 | 6102 0004SX | 21695 | Pittsburg | U.S. 69 | U.P. R.R. UNDER | 6102 0004SX | 59FT - 76FT - 59FT PC BEAM SK 22 DEG. | 1987 | 34.68027778 | -95.93 | 196.099 | 41.001 | — | 3 | 22 | 2 | 37.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.9 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 8050 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21047 BRKEY
21695 NBI No.
21695 On Under
1 Structure No.
6102 0004SX Control No.
002 Lane Ind.
S Milepoint
00040 Facility Carried
U.S. 69 Feature Intersected
U.P. R.R. UNDER Division
02 County
121 Location
0.1 N ATOKA C/L Sufficiency
97.9 Kind Hwy
2 Level Service
1 Route No.
00069 Service Type On
1 Service Type Off
2 Vertical Clearance
N Horizontal Clearance
37.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1987 ADT Total
8050 ADT Year
2022 Design Load
HS 20 Skew
22 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
R Underclearance Right
25.2 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
196.099 Deck Width
41.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
7 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
67.1 HS Inv. Rating Method
3 HS Inv. Method
36.2 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
12880 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
2401 Min Measured Clearance
2305 NBI Rating
21695 ODOT County
61 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
59FT - 76FT - 59FT PC BEAM SK 22 DEG. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6102 0004SX H Index
89.6279 Latitude
34:40:49 Longitude
-95:55:48 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 69 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
002 NBI Text
21695 Vault Link
http://plansrv1/bridgemaintvault/b21695 GIS FO/SD
Meets Standards H Inv. Method
36.1 Latitude DD
34.68027778 Longitude DD
-95.93 ODOT County Number
61 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
21047 x
-10678878.7517987 y
4120516.6107314 |
|||||||||||||||||||||||||||||||||||||
| 21692 | 7421 1593EX | 21692 | Washington | U.S. 75 NB | CANEY RI O'FL-CO RD UND | 7421 1593EX | 4-45ft. DOUBLE TEE SPA | 1987 | 36.65535278 | -95.93515833 | 180.118 | 42.001 | — | 4 | 0 | 2 | 40 | 5 - Prestressed Concrete | Tee Beam (04) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.9 | Satisfactory (6) | Good (7) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 7250 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21044 BRKEY
21692 NBI No.
21692 On Under
1 Structure No.
7421 1593EX Control No.
021 Lane Ind.
E Milepoint
15930 Facility Carried
U.S. 75 NB Feature Intersected
CANEY RI O'FL-CO RD UND Division
08 County
147 Location
5.5 MI S US 60 Sufficiency
97.9 Kind Hwy
2 Level Service
1 Route No.
00075 Service Type On
1 Service Type Off
6 Vertical Clearance
Y Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1987 ADT Total
7250 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
4 Road Width
40 Ref. Underclearance Rt.
H Underclearance Right
7.001 Underclearance Left
7.001 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
04 Length
180.118 Deck Width
42.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
6 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
65.5 HS Inv. Rating Method
1 HS Inv. Method
39.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
11600 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
N Existing Posting
1605 Max Measured Clearance
1700 Min Measured Clearance
1609 NBI Rating
21692 ODOT County
74 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
4-45ft. DOUBLE TEE SPA Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7421 1593EX H Index
99.2197 Latitude
36:39:19.27 Longitude
-95:56:06.57 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 75 Scour
8 Design Structure
4 - Tee Beam FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
21692 Vault Link
http://plansrv1/bridgemaintvault/b21692 GIS FO/SD
Meets Standards H Inv. Method
29.8 Latitude DD
36.65535278 Longitude DD
-95.93515833 ODOT County Number
74 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
21044 x
-10679452.9744677 y
4391175.66987716 |
|||||||||||||||||||||||||||||||||||||
| 21691 | 3210 1040 X | 21691 | Hughes | U.S. 270 | COAL CREEK | 3210 1040 X | 3-60ft. PS CONC BM | 1987 | 34.91107778 | -96.08978333 | 180.118 | 41.995 | — | 3 | 0 | 2 | 40.026 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 3800 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
21025 BRKEY
21691 NBI No.
21691 On Under
1 Structure No.
3210 1040 X Control No.
010 Lane Ind.
Milepoint
10400 Facility Carried
U.S. 270 Feature Intersected
COAL CREEK Division
03 County
063 Location
10.4 MI E JCT US 75 Sufficiency
97 Kind Hwy
2 Level Service
1 Route No.
00270 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
39.698 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1987 ADT Total
3800 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
40.026 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
180.118 Deck Width
41.995 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
6 Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
58 HS Inv. Rating Method
1 HS Inv. Method
34 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6080 Future ADT Year
2042 Bypass Detour
8.077825 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
21691 ODOT County
32 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-60ft. PS CONC BM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3210 1040 X H Index
98.1388 Latitude
34:54:39.88 Longitude
-96:05:23.22 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 270 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
21691 Vault Link
http://plansrv1/bridgemaintvault/b21691 GIS FO/SD
Meets Standards H Inv. Method
26 Latitude DD
34.91107778 Longitude DD
-96.08978333 ODOT County Number
32 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
21025 x
-10696665.7507316 y
4151803.52596863 |
|||||||||||||||||||||||||||||||||||||
| 21690 | 4918 0555NX | 21690 | Mayes | U.S. 412 | U.S. 69 UNDER | 4918 0555NX | 2-90ft. PRESTRESSED CO | 1987 | 36.16670833 | -95.34218889 | 182.087 | 51.001 | — | 2 | 4 | 3 | 47.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94.9 | Satisfactory (6) | Good (7) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 15200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21024 BRKEY
21690 NBI No.
21690 On Under
1 Structure No.
4918 0555NX Control No.
Lane Ind.
Milepoint
Facility Carried
U.S. 412 Feature Intersected
U.S. 69 UNDER Division
08 County
097 Location
5.5 MI E OF ROGERS C/L Sufficiency
94.9 Kind Hwy
2 Level Service
1 Route No.
00412 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
47.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1987 ADT Total
15200 ADT Year
2022 Design Load
HS 20 Skew
4 No. Main Spans
2 Road Width
47.999 Ref. Underclearance Rt.
H Underclearance Right
6.001 Underclearance Left
6.001 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
43.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
182.087 Deck Width
51.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
5 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
94 HS Inv. Rating Method
1 HS Inv. Method
41 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
24320 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
N Existing Posting
1606 Max Measured Clearance
1709 Min Measured Clearance
1609 NBI Rating
21690 ODOT County
49 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-90ft. PRESTRESSED CO Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4918 0555NX H Index
96.4584 Latitude
36:10:00.15 Longitude
-95:20:31.88 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
U.S. 412 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
21690 Vault Link
http://plansrv1/bridgemaintvault/b21690 GIS FO/SD
Meets Standards H Inv. Method
29 Latitude DD
36.16670833 Longitude DD
-95.34218889 ODOT County Number
49 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
21024 x
-10613443.9183509 y
4323584.4936408 |
|||||||||||||||||||||||||||||||||||||
| 21689 | 4918 0555SX | 21689 | Mayes | U.S. 412 | U.S. 69 UNDER | 4918 0555SX | 2-90ft. PRESTRESSED CO | 1987 | 36.16622778 | -95.34218889 | 182.087 | 51.001 | — | 2 | 4 | 3 | 46.001 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94.9 | Satisfactory (6) | Good (7) | Very good (8) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 11500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21023 BRKEY
21689 NBI No.
21689 On Under
1 Structure No.
4918 0555SX Control No.
Lane Ind.
Milepoint
Facility Carried
U.S. 412 Feature Intersected
U.S. 69 UNDER Division
08 County
097 Location
5.5 MI E OF ROGERS C/L Sufficiency
94.9 Kind Hwy
2 Level Service
1 Route No.
00412 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
46.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1987 ADT Total
11500 ADT Year
2022 Design Load
HS 20 Skew
4 No. Main Spans
2 Road Width
46.001 Ref. Underclearance Rt.
H Underclearance Right
6.001 Underclearance Left
6.001 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
46.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
182.087 Deck Width
51.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
5 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
94 HS Inv. Rating Method
1 HS Inv. Method
41 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
18400 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1606 Max Measured Clearance
2203 Min Measured Clearance
2102 NBI Rating
21689 ODOT County
49 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-90ft. PRESTRESSED CO Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4918 0555SX H Index
94.2099 Latitude
36:09:58.42 Longitude
-95:20:31.88 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
U.S. 412 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
21689 Vault Link
http://plansrv1/bridgemaintvault/b21689 GIS FO/SD
Meets Standards H Inv. Method
29 Latitude DD
36.16622778 Longitude DD
-95.34218889 ODOT County Number
49 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
21023 x
-10613443.9183509 y
4323518.2305471 |
|||||||||||||||||||||||||||||||||||||
| 21688 | 1508 0302 X | 21688 | Coal | S.H. 31 | CLEAR BOGGY CREEK | 1508 0302 X | 55ft.-70ft.-55ft. PC BM | 1987 | 34.50545 | -96.354475 | 182.087 | 35.105 | — | 3 | 0 | 2 | 32.152 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98.4 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 620 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21022 BRKEY
21688 NBI No.
21688 On Under
1 Structure No.
1508 0302 X Control No.
008 Lane Ind.
Milepoint
03020 Facility Carried
S.H. 31 Feature Intersected
CLEAR BOGGY CREEK Division
03 County
029 Location
3.2 MI E SH48 Sufficiency
98.4 Kind Hwy
3 Level Service
1 Route No.
00031 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.95 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1987 ADT Total
620 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
32.152 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
23.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
182.087 Deck Width
35.105 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
5 Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
57 HS Inv. Rating Method
1 HS Inv. Method
34 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
992 Future ADT Year
2042 Bypass Detour
19.883878 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
21688 ODOT County
15 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
55ft.-70ft.-55ft. PC BM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1508 0302 X H Index
99.7168 Latitude
34:30:19.62 Longitude
-96:21:16.11 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 31 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
21688 Vault Link
http://plansrv1/bridgemaintvault/b21688 GIS FO/SD
Meets Standards H Inv. Method
26 Latitude DD
34.50545 Longitude DD
-96.354475 ODOT County Number
15 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
21022 x
-10726131.0926532 y
4096875.22753368 |
|||||||||||||||||||||||||||||||||||||
| 21687 | 5563 0210 X | 21687 | Oklahoma | UTILITY BRIDGE | S.H. 74 UNDER | 5563 0211 X | 90ft.-96ft. P.C. BM SPANS SK.72 DEG.05ft.26ft. | 1987 | 35.536892 | -97.578206 | 186.499 | 15 | — | 2 | 18 | 6 | 128.002 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | ! | -2 | Not applicable (N) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | L | 102800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21021 BRKEY
21687 NBI No.
21687 On Under
2 Structure No.
5563 0210 X Control No.
063 Lane Ind.
Milepoint
02100 Facility Carried
UTILITY BRIDGE Feature Intersected
S.H. 74 UNDER Division
04 County
109 Location
2.1 MI N I-44 Sufficiency
-2 Kind Hwy
3 Level Service
1 Route No.
00074 Service Type On
0 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
67.497 Bridge System
L Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
1987 ADT Total
102800 ADT Year
2022 Design Load
HS 20 Skew
18 No. Main Spans
2 Road Width
128.002 Ref. Underclearance Rt.
H Underclearance Right
15.997 Underclearance Left
15.997 Deck Structure Type
1 No. Lanes
6 Fill RCB
Appr. Roadway Width
128.002 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
186.499 Deck Width
15 Bridge Open Closed
! TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
N Deck Geometry
N Underclearance
6 Bridge Posting
! Waterway Adequacy
N Approach Alignment
! HS Operating Rating Method
! HS Operating Rating
0 HS Inv. Rating Method
! HS Inv. Method
0 H Operating Rating
! H Inv. Rating Method
! Future ADT
164480 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
_ Advanced Warning Sign
N Existing Posting
1604 Max Measured Clearance
1710 Min Measured Clearance
1705 NBI Rating
21687 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.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
90ft.-96ft. P.C. BM SPANS SK.72 DEG.05ft.26ft. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5563 0211 X H Index
-1 Latitude
35:32:12.81 Longitude
-97:34:41.54 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
0 Roadway Name
S.H. 74 (LAKE HEFNER PKWY) 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
21687 Vault Link
http://plansrv1/bridgemaintvault/b21687 GIS FO/SD
Meets Standards H Inv. Method
0 Latitude DD
35.536892 Longitude DD
-97.578206 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
21021 x
-10862356.2044411 y
4237084.11282544 |
|||||||||||||||||||||||||||||||||||||
| 21686 | 5563 0209 X | 21686 | Oklahoma | NW 63RD ST. | S.H. 74 UNDER | 5563 0210 X | 90ft.-96ft. P.C. BEAM SPANS SK.72 DEG.05ft.26ft. | 1987 | 35.536628 | -97.578317 | 186.499 | 91.827 | — | 2 | 18 | 5 | 63.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 96.5 | Satisfactory (6) | Good (7) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 16 - Minor Arterial (Urban) | B | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21020 BRKEY
21686 NBI No.
21686 On Under
1 Structure No.
5563 0209 X Control No.
Lane Ind.
Milepoint
Facility Carried
NW 63RD ST. Feature Intersected
S.H. 74 UNDER Division
04 County
109 Location
2.1 MI N I-44 Sufficiency
96.5 Kind Hwy
5 Level Service
1 Route No.
00000 Service Type On
5 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
70 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
16 - Minor Arterial (Urban) Year Built
1987 ADT Total
5000 ADT Year
2022 Design Load
HS 20 Skew
18 No. Main Spans
2 Road Width
63.999 Ref. Underclearance Rt.
H Underclearance Right
15.997 Underclearance Left
15.997 Deck Structure Type
1 No. Lanes
5 Fill RCB
Appr. Roadway Width
63.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
186.499 Deck Width
91.827 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
7 Super Rating
7 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
4 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
64 HS Inv. Rating Method
1 HS Inv. Method
39 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2042 Bypass Detour
4 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
35 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1604 Max Measured Clearance
1702 Min Measured Clearance
1607 NBI Rating
21686 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
10 Rt. Curb SW
10 Description
90ft.-96ft. P.C. BEAM SPANS SK.72 DEG.05ft.26ft. Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5563 0210 X H Index
93.0099 Latitude
35:32:11.86 Longitude
-97:34:41.94 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
1 Roadway Name
NW 63RD ST. 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
21686 Vault Link
http://plansrv1/bridgemaintvault/b21686 GIS FO/SD
Meets Standards H Inv. Method
25 Latitude DD
35.536628 Longitude DD
-97.578317 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
21020 x
-10862368.5609046 y
4237047.99779471 |
|||||||||||||||||||||||||||||||||||||
| 21682 | 5542 0266 X | 21682 | Oklahoma | BNSF R.R. | 23RD ST UND (I-235 OVER) | 5542 0266 X | BOX GIRDER | 1987 | 35.496264 | -97.513875 | 178.15 | 50.2 | — | 4 | 0 | 4 | 52.005 | 5 - Prestressed Concrete | Box Beam or Girders — Multiple (05) | M | Other (9) | ! | -2 | Not applicable (N) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Not applicable (N) | 27 - Railroad | 27 - Railroad | 1 - On Highway | 16 - Minor Arterial (Urban) | H | 93200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
20998 BRKEY
21682 NBI No.
21682 On Under
2 Structure No.
5542 0266 X Control No.
042 Lane Ind.
Milepoint
02660 Facility Carried
BNSF R.R. Feature Intersected
23RD ST UND (I-235 OVER) Division
04 County
109 Location
2.6 MI N OF I-40 Sufficiency
-2 Kind Hwy
5 Level Service
1 Route No.
00000 Service Type On
2 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
33.599 Bridge System
H Owner
27 - Railroad Custodian
27 - Railroad Hwy System
1 - On Highway Functional Class
16 - Minor Arterial (Urban) Year Built
1987 ADT Total
93200 ADT Year
2022 Design Load
Railroad Skew
0 No. Main Spans
4 Road Width
52.005 Ref. Underclearance Rt.
H Underclearance Right
2.198 Underclearance Left
7.398 Deck Structure Type
9 No. Lanes
4 Fill RCB
Appr. Roadway Width
52.005 Span Type Main
M Material
5 - Prestressed Concrete Design
05 Length
178.15 Deck Width
50.2 Bridge Open Closed
! 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
N Culv. Rating
N Structure Rating
N Deck Geometry
N Underclearance
2 Bridge Posting
! Waterway Adequacy
N Approach Alignment
! HS Operating Rating Method
! HS Operating Rating
0 HS Inv. Rating Method
! HS Inv. Method
0 H Operating Rating
! H Inv. Rating Method
! Future ADT
149120 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1608 Max Measured Clearance
1610 Min Measured Clearance
1607 NBI Rating
21682 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.
0 DK Surf. Type
9 Lft. Curb SW
3.199 Rt. Curb SW
3.199 Description
BOX GIRDER Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5542 0266 X H Index
-1 Latitude
35:29:46.55 Longitude
-97:30:49.95 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
0 Roadway Name
NE 23RD ST UNDER Scour
N Design Structure
5 - Box Beam or Girders - Multiple FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
21682 Vault Link
http://plansrv1/bridgemaintvault/b21682 GIS FO/SD
FO H Inv. Method
0 Latitude DD
35.496264 Longitude DD
-97.513875 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
20998 x
-10855194.9102789 y
4231527.62586871 |
|||||||||||||||||||||||||||||||||||||
| 20377 | 2604 0011 X | 20377 | Grady | U.S. 62 | CREEK | 2604 0011 X | 2-10ft.X 10ft.X 92ft. R.C.BOX | 1983 | 35.04707222 | -97.81994722 | 22.001 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 96.8 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 2600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
20971 BRKEY
20377 NBI No.
20377 On Under
1 Structure No.
2604 0011 X Control No.
004 Lane Ind.
Milepoint
00110 Facility Carried
U.S. 62 Feature Intersected
CREEK Division
07 County
051 Location
0.1 MI NE SH39 Sufficiency
96.8 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1983 ADT Total
2600 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
3 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
22.001 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4160 Future ADT Year
2042 Bypass Detour
16.2 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
0000 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
20377 ODOT County
26 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 10ft.X 92ft. R.C.BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2604 0011 X H Index
99.2941 Latitude
35:02:49.46 Longitude
-97:49:11.81 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 62 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
17-26 NBI Text
20377 Vault Link
http://plansrv1/bridgemaintvault/b20377 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
35.04707222 Longitude DD
-97.81994722 ODOT County Number
26 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
20971 x
-10889266.7139553 y
4170279.91213058 |
|||||||||||||||||||||||||||||||||||||
| 20376 | 7314R0002 X | 20376 | Wagoner | S.H. 51 | COWETA CREEK TRIB. | 7314 0002 X | 2-10ft. X 8ft. X 84ft. R.C. BOX SK. 60 DEG. | 1983 | 35.95592222 | -95.64978611 | 24.934 | 85 | — | 2 | 30 | 5 | 72.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 99 | 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 | 8700 | 2008 | 5 | Unmatched |
|
Raw data
OBJECTID
20970 BRKEY
20376 NBI No.
20376 On Under
1 Structure No.
7314R0002 X Control No.
014 Lane Ind.
Milepoint
00020 Facility Carried
S.H. 51 Feature Intersected
COWETA CREEK TRIB. Division
01 County
145 Location
0.1 MI SE JCT SH 72 Sufficiency
99 Kind Hwy
3 Level Service
1 Route No.
00051 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
83.999 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
1983 ADT Total
8700 ADT Year
2008 Design Load
HS 20 Skew
30 No. Main Spans
2 Road Width
72.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
5 Fill RCB
03 Appr. Roadway Width
72.001 Span Type Main
M Material
1 - Concrete Design
19 Length
24.934 Deck Width
85 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
8 Structure Rating
8 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.053 HS Inv. Rating Method
2 HS Inv. Method
36.046 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
13920 Future ADT Year
2028 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
20376 ODOT County
73 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft. X 8ft. X 84ft. R.C. BOX SK. 60 DEG. Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
7314 0002 X H Index
98.35 Latitude
35:57:21.32 Longitude
-95:38:59.23 I257A
_ I257B
_ I257C
_ 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
20376 Vault Link
http://plansrv1/bridgemaintvault/b20376 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
35.95592222 Longitude DD
-95.64978611 ODOT County Number
73 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
20970 x
-10647685.4842507 y
4294558.03122969 |
|||||||||||||||||||||||||||||||||||||
| 20278 | 3622 0592 X | 20278 | Kay | S.H. 11 | DUCK CREEK | 3622 0592 X | 35ft.-50ft.-35ft. PRESTRES | 1982 | 36.81095 | -97.1758 | 121.64 | 45.699 | — | 3 | 0 | 2 | 42.749 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.1 | Good (7) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 2500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
20962 BRKEY
20278 NBI No.
20278 On Under
1 Structure No.
3622 0592 X Control No.
022 Lane Ind.
Milepoint
05920 Facility Carried
S.H. 11 Feature Intersected
DUCK CREEK Division
04 County
071 Location
6 MI E JCT US 177 Sufficiency
97.1 Kind Hwy
3 Level Service
1 Route No.
00011 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
42.749 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
1982 ADT Total
2500 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
42.749 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
43.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
121.64 Deck Width
45.699 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
6 Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
56 HS Inv. Rating Method
1 HS Inv. Method
33 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4000 Future ADT Year
2042 Bypass Detour
3.106856 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
20278 ODOT County
36 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
3 Lft. Curb SW
0 Rt. Curb SW
0 Description
35ft.-50ft.-35ft. PRESTRES Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3622 0592 X H Index
99.2755 Latitude
36:48:39.42 Longitude
-97:10:32.88 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 11 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
20278 Vault Link
http://plansrv1/bridgemaintvault/b20278 GIS FO/SD
Meets Standards H Inv. Method
26 Latitude DD
36.81095 Longitude DD
-97.1758 ODOT County Number
36 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
20962 x
-10817560.573429 y
4412788.31293281 |
|||||||||||||||||||||||||||||||||||||
| 20277 | 1037 0565NX | 20277 | Carter | U.S. 70 | CREEK | 1037 0565NX | (3) 40ft. PC BEAM SPANS | 1982 | 34.12325 | -97.06013333 | 120.079 | 42.999 | — | 3 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 87.7 | Fair (5) | Good (7) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 2900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
20961 BRKEY
20277 NBI No.
20277 On Under
1 Structure No.
1037 0565NX Control No.
037 Lane Ind.
N Milepoint
05650 Facility Carried
U.S. 70 Feature Intersected
CREEK Division
07 County
019 Location
5.6 MI E JCT I-35 Sufficiency
87.7 Kind Hwy
2 Level Service
1 Route No.
00070 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1982 ADT Total
2900 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
120.079 Deck Width
42.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
7 Sub Rating
6 Chan. Rating
7 Culv. Rating
N Structure Rating
5 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
39 HS Inv. Rating Method
1 HS Inv. Method
24 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4640 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
20277 ODOT County
10 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
(3) 40ft. PC BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1037 0565NX H Index
89.991 Latitude
34:07:23.7 Longitude
-97:03:36.48 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 70 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
081 NBI Text
20277 Vault Link
http://plansrv1/bridgemaintvault/b20277 GIS FO/SD
Meets Standards H Inv. Method
18 Latitude DD
34.12325 Longitude DD
-97.06013333 ODOT County Number
10 Maint. Dist.
7 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
20961 x
-10804684.6186228 y
4045363.52048255 |
|||||||||||||||||||||||||||||||||||||
| 20566 | 5509 0168EX | 20566 | Oklahoma | I-35 NB | BRITTON RD. UNDER | 5509 0168EX | 2-100ft. P.C. BEAM SPANS SK. 62 DEG.20ft.41ft. W/ VARIABLE RDWY | 1983 | 35.565356 | -97.4513 | 202.001 | 74.301 | — | 2 | 27 | 4 | 67.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 67.1 | Fair (5) | Good (7) | Very good (8) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 42350 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
20959 BRKEY
20566 NBI No.
20566 On Under
1 Structure No.
5509 0168EX Control No.
009 Lane Ind.
E Milepoint
01680 Facility Carried
I-35 NB Feature Intersected
BRITTON RD. UNDER Division
04 County
109 Location
1.6 MI N JCT I44 Sufficiency
67.1 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
67.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1983 ADT Total
42350 ADT Year
2022 Design Load
HS 20 Skew
27 No. Main Spans
2 Road Width
67.999 Ref. Underclearance Rt.
H Underclearance Right
12.001 Underclearance Left
17.999 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
71.998 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
202.001 Deck Width
74.301 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
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
6 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
87 HS Inv. Rating Method
1 HS Inv. Method
22 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
67760 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1608 Max Measured Clearance
1808 Min Measured Clearance
1704 NBI Rating
20566 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
8 DK Surf. Type
4 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-100ft. P.C. BEAM SPANS SK. 62 DEG.20ft.41ft. W/ VARIABLE RDWY Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5509 0168EX H Index
97.1823 Latitude
35:33:55.28 Longitude
-97:27:04.68 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
I-35 NB Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
20566 Vault Link
http://plansrv1/bridgemaintvault/b20566 GIS FO/SD
Meets Standards H Inv. Method
32 Latitude DD
35.565356 Longitude DD
-97.4513 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
20959 x
-10848229.0931425 y
4240978.66735613 |
|||||||||||||||||||||||||||||||||||||
| 20565 | 5509 0168WX | 20565 | Oklahoma | I-35 SB | BRITTON RD. UNDER | 5509 0168WX | 2-100ft. P.C. BEAM SPANS SK. 62 DEG.20ft.41ft. W/ SLOPED FACE RAILS | 1983 | 35.565356 | -97.451881 | 202.001 | 61.699 | — | 2 | 28 | 3 | 58.701 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 84.5 | Fair (5) | Good (7) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 42750 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
20958 BRKEY
20565 NBI No.
20565 On Under
1 Structure No.
5509 0168WX Control No.
009 Lane Ind.
W Milepoint
01680 Facility Carried
I-35 SB Feature Intersected
BRITTON RD. UNDER Division
04 County
109 Location
1.6 MI N OF JCT I44 Sufficiency
84.5 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
58.701 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
1983 ADT Total
42750 ADT Year
2022 Design Load
HS 20 Skew
28 No. Main Spans
2 Road Width
58.701 Ref. Underclearance Rt.
H Underclearance Right
13.999 Underclearance Left
18.999 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
60 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
202.001 Deck Width
61.699 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
7 Super Rating
6 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
7 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
87 HS Inv. Rating Method
1 HS Inv. Method
32 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
68400 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1608 Max Measured Clearance
1706 Min Measured Clearance
1611 NBI Rating
20565 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.
8 DK Surf. Type
4 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-100ft. P.C. BEAM SPANS SK. 62 DEG.20ft.41ft. W/ SLOPED FACE RAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5509 0168WX H Index
96.4326 Latitude
35:33:55.28 Longitude
-97:27:06.77 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
I-35 SB 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
20565 Vault Link
http://plansrv1/bridgemaintvault/b20565 GIS FO/SD
Meets Standards H Inv. Method
22 Latitude DD
35.565356 Longitude DD
-97.451881 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
20958 x
-10848293.7697667 y
4240978.66735613 |
|||||||||||||||||||||||||||||||||||||
| 20564 | 5509 0709 X | 20564 | Oklahoma | 15TH ST. | I-35 UNDER | 5509 0709 X | 2-100ft. P.C. BEAM SPANS X 64ft. CLR RDWY W/ 2-4ft. SIDEWALKS | 1983 | 35.638147 | -97.425164 | 202.001 | 75 | — | 2 | 0 | 5 | 63.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 80.4 | Fair (5) | Good (7) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 16 - Minor Arterial (Urban) | A | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
20957 BRKEY
20564 NBI No.
20564 On Under
1 Structure No.
5509 0709 X Control No.
Lane Ind.
Milepoint
Facility Carried
15TH ST. Feature Intersected
I-35 UNDER Division
04 County
109 Location
7.0 MI N I-35 & I-44 Sufficiency
80.4 Kind Hwy
5 Level Service
1 Route No.
00000 Service Type On
5 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
63.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
16 - Minor Arterial (Urban) Year Built
1983 ADT Total
5000 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
63.999 Ref. Underclearance Rt.
H Underclearance Right
10.499 Underclearance Left
12.598 Deck Structure Type
1 No. Lanes
5 Fill RCB
Appr. Roadway Width
63.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
202.001 Deck Width
75 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
6 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
93 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2042 Bypass Detour
9.999999 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1609 Max Measured Clearance
1708 Min Measured Clearance
1700 NBI Rating
20564 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
3.999 Rt. Curb SW
3.999 Description
2-100ft. P.C. BEAM SPANS X 64ft. CLR RDWY W/ 2-4ft. SIDEWALKS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5509 0709 X H Index
93.1416 Latitude
35:38:17.33 Longitude
-97:25:30.59 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
15TH STREET 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
20564 Vault Link
http://plansrv1/bridgemaintvault/b20564 GIS FO/SD
Meets Standards H Inv. Method
25 Latitude DD
35.638147 Longitude DD
-97.425164 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
20957 x
-10845319.6469312 y
4250944.51155883 |
|||||||||||||||||||||||||||||||||||||
| 20563 | 4902 0539EX | 20563 | Mayes | U.S. 69 | BRUSH CREEK | 4902 0539EX | 60ft.-75ft.-60ft. PRESTRES | 1983 | 36.150075 | -95.34151944 | 194.882 | 41.001 | — | 3 | 0 | 2 | 37.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 100 | Good (7) | Satisfactory (6) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 5450 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
20956 BRKEY
20563 NBI No.
20563 On Under
1 Structure No.
4902 0539EX Control No.
002 Lane Ind.
E Milepoint
05390 Facility Carried
U.S. 69 Feature Intersected
BRUSH CREEK Division
08 County
097 Location
5.3 MI N WAGONER C/L Sufficiency
100 Kind Hwy
2 Level Service
1 Route No.
00069 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
37.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1983 ADT Total
5450 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
33.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
194.882 Deck Width
41.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
8 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
63 HS Inv. Rating Method
1 HS Inv. Method
37 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8720 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
20563 ODOT County
49 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
60ft.-75ft.-60ft. PRESTRES Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4902 0539EX H Index
97.5484 Latitude
36:09:00.27 Longitude
-95:20:29.47 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 69 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
20563 Vault Link
http://plansrv1/bridgemaintvault/b20563 GIS FO/SD
Meets Standards H Inv. Method
27 Latitude DD
36.150075 Longitude DD
-95.34151944 ODOT County Number
49 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
20956 x
-10613369.3955178 y
4321291.15815759 |
|||||||||||||||||||||||||||||||||||||
| 20561 | 4902 0930EX | 20561 | Mayes | U.S. 69 | CHOUTEAU CREEK | 4902 0930EX | 40ft.,2-50ft.,40ft. PRESTR | 1983 | 36.20680833 | -95.34071111 | 180.118 | 41.001 | — | 4 | 0 | 2 | 37.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99.9 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 6400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
20936 BRKEY
20561 NBI No.
20561 On Under
1 Structure No.
4902 0930EX Control No.
002 Lane Ind.
E Milepoint
09300 Facility Carried
U.S. 69 Feature Intersected
CHOUTEAU CREEK Division
08 County
097 Location
9.3 MI N WAGONER C/L Sufficiency
99.9 Kind Hwy
2 Level Service
1 Route No.
00069 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
37.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1983 ADT Total
6400 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
4 Road Width
37.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
180.118 Deck Width
41.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
67 HS Inv. Rating Method
1 HS Inv. Method
40 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
10240 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
20561 ODOT County
49 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
4 Lft. Curb SW
0 Rt. Curb SW
0 Description
40ft.,2-50ft.,40ft. PRESTR Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4902 0930EX H Index
97.5768 Latitude
36:12:24.51 Longitude
-95:20:26.56 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 69 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
20561 Vault Link
http://plansrv1/bridgemaintvault/b20561 GIS FO/SD
Meets Standards H Inv. Method
32 Latitude DD
36.20680833 Longitude DD
-95.34071111 ODOT County Number
49 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
20936 x
-10613279.4126338 y
4329115.31949389 |
|||||||||||||||||||||||||||||||||||||
| 20559 | 5571 0386 X | 20559 | Oklahoma | FAU 9389 (SHIELDS | I-240 UNDER | 5571 0386 X | 2-80ft. PRESTRESSED CONC. BM. SPANS SK. 72 DEG.22ft. WITH 2-4ft. SIDEWALKS | 1983 | 35.392206 | -97.506594 | 160.105 | 115 | — | 2 | 18 | 8 | 104.003 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98.2 | Satisfactory (6) | Good (7) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 17 - Collector (Urban) | A | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
20934 BRKEY
20559 NBI No.
20559 On Under
1 Structure No.
5571 0386 X Control No.
Lane Ind.
Milepoint
Facility Carried
FAU 9389 (SHIELDS Feature Intersected
I-240 UNDER Division
04 County
109 Location
3.8 MI E OF I-44 Sufficiency
98.2 Kind Hwy
5 Level Service
1 Route No.
09389 Service Type On
5 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
99.9 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
17 - Collector (Urban) Year Built
1983 ADT Total
5000 ADT Year
2022 Design Load
HS 20 Skew
18 No. Main Spans
2 Road Width
104.003 Ref. Underclearance Rt.
H Underclearance Right
16 Underclearance Left
6.99 Deck Structure Type
1 No. Lanes
8 Fill RCB
Appr. Roadway Width
104.003 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
160.105 Deck Width
115 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
6 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
5 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
86 HS Inv. Rating Method
1 HS Inv. Method
42 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2042 Bypass Detour
1.999945 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
1702 Max Measured Clearance
1805 Min Measured Clearance
1700 NBI Rating
20559 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
3.999 Rt. Curb SW
3.999 Description
2-80ft. PRESTRESSED CONC. BM. SPANS SK. 72 DEG.22ft. WITH 2-4ft. SIDEWALKS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5571 0386 X H Index
95.2224 Latitude
35:23:31.94 Longitude
-97:30:23.74 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
SHIELDS BLVD 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
20559 Vault Link
http://plansrv1/bridgemaintvault/b20559 GIS FO/SD
Meets Standards H Inv. Method
32 Latitude DD
35.392206 Longitude DD
-97.506594 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
6 Rural/Urban
Urban ARC_ID_NUM
20934 x
-10854384.3930665 y
4217308.93605741 |
|||||||||||||||||||||||||||||||||||||
| 20459 | 4706 0846 X | 20459 | Major | U.S. 60 | CREEK | 4706 0846 X | (12ft.-14ft.-12ft.)X 5ft.X 5 | 1983 | 36.391 | -98.28984444 | 40.026 | 54.4 | — | 3 | 0 | 2 | 52.402 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 89.8 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 3400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
20928 BRKEY
20459 NBI No.
20459 On Under
1 Structure No.
4706 0846 X Control No.
006 Lane Ind.
Milepoint
08460 Facility Carried
U.S. 60 Feature Intersected
CREEK Division
06 County
093 Location
8.4 MI E OF SH 8 Sufficiency
89.8 Kind Hwy
2 Level Service
1 Route No.
00060 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
52.402 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1983 ADT Total
3400 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
52.402 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
3 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
40.026 Deck Width
54.4 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5440 Future ADT Year
2042 Bypass Detour
27.961703 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
20459 ODOT County
47 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(12ft.-14ft.-12ft.)X 5ft.X 5 Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4706 0846 X H Index
92.0197 Latitude
36:23:27.6 Longitude
-98:17:23.44 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 60 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
20459 Vault Link
http://plansrv1/bridgemaintvault/b20459 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
36.391 Longitude DD
-98.28984444 ODOT County Number
47 Maint. Dist.
6 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
20928 x
-10941575.4332109 y
4354556.60708549 |
|||||||||||||||||||||||||||||||||||||
| 20458 | 5024 0827 X | 20458 | Murray | U.S. 177 | GUY SANDY CREEK | 5024 0827 X | 3-10ft.X 12ft.X 58ft. R.C.B. | 1983 | 34.63093889 | -96.96755833 | 47.9 | 0 | — | 3 | 45 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 95.3 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 2000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
20927 BRKEY
20458 NBI No.
20458 On Under
1 Structure No.
5024 0827 X Control No.
024 Lane Ind.
Milepoint
08270 Facility Carried
U.S. 177 Feature Intersected
GUY SANDY CREEK Division
07 County
099 Location
8.3 MI N JCT SH7 Sufficiency
95.3 Kind Hwy
2 Level Service
1 Route No.
00177 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
57.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1983 ADT Total
2000 ADT Year
2022 Design Load
HS 20 Skew
45 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
3 Appr. Roadway Width
36.001 Span Type Main
M Material
1 - Concrete Design
19 Length
47.9 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
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
3200 Future ADT Year
2042 Bypass Detour
31.068559 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
20458 ODOT County
50 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X 12ft.X 58ft. R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5024 0827 X H Index
96.3479 Latitude
34:37:51.38 Longitude
-96:58:03.21 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 177 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
29-50 NBI Text
20458 Vault Link
http://plansrv1/bridgemaintvault/b20458 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
34.63093889 Longitude DD
-96.96755833 ODOT County Number
50 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
20927 x
-10794379.2167627 y
4113839.63343307 |
|||||||||||||||||||||||||||||||||||||
| 20457 | 1902 0709 X | 20457 | Creek | S.H. 66 | CREEK | 1902 0709 X | 3-12ft.X8ft.X84ft. RCB | 1983 | 35.80616944 | -96.51039444 | 44.948 | 0 | — | 3 | 30 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 90.9 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
20926 BRKEY
20457 NBI No.
20457 On Under
1 Structure No.
1902 0709 X Control No.
002 Lane Ind.
Milepoint
07090 Facility Carried
S.H. 66 Feature Intersected
CREEK Division
08 County
037 Location
7.0 MI E LINCOLN C/L Sufficiency
90.9 Kind Hwy
3 Level Service
1 Route No.
00066 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
43.999 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
1983 ADT Total
2000 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
5 Appr. Roadway Width
43.963 Span Type Main
M Material
1 - Concrete Design
19 Length
44.948 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3200 Future ADT Year
2042 Bypass Detour
39.767756 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
20457 ODOT County
19 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-12ft.X8ft.X84ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1902 0709 X H Index
97.9028 Latitude
35:48:22.21 Longitude
-96:30:37.42 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 66 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
20457 Vault Link
http://plansrv1/bridgemaintvault/b20457 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
35.80616944 Longitude DD
-96.51039444 ODOT County Number
19 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
20926 x
-10743487.9653188 y
4273983.25837477 |
|||||||||||||||||||||||||||||||||||||
| 20456 | 0954 0381 X | 20456 | Canadian | S.H. 4 (MUSTAND RD | MUSTANG CREEK | 0954 0381 X | (13ft.-17ft.-13)X 14ft.X 70ft. R.C.BOX W/ 3ft. ADDTft.L CURTAIN WALLS | 1983 | 35.44665833 | -97.72452778 | 45.098 | 0 | — | 3 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 77.1 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | B | 17100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
20925 BRKEY
20456 NBI No.
20456 On Under
1 Structure No.
0954 0381 X Control No.
054 Lane Ind.
Milepoint
03810 Facility Carried
S.H. 4 (MUSTAND RD Feature Intersected
MUSTANG CREEK Division
04 County
017 Location
3.8 MI N OF SH 152 Sufficiency
77.1 Kind Hwy
3 Level Service
1 Route No.
00004 Service Type On
5 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
70 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
1983 ADT Total
17100 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
FG Appr. Roadway Width
52.001 Span Type Main
M Material
1 - Concrete Design
19 Length
45.098 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
27360 Future ADT Year
2042 Bypass Detour
3.106856 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
20456 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
3.999 Description
(13ft.-17ft.-13)X 14ft.X 70ft. R.C.BOX W/ 3ft. ADDTft.L CURTAIN WALLS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0954 0381 X H Index
96.5191 Latitude
35:26:47.97 Longitude
-97:43:28.3 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 4 Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
20456 Vault Link
http://plansrv1/bridgemaintvault/b20456 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
35.44665833 Longitude DD
-97.72452778 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
20925 x
-10878644.6704827 y
4224747.11671931 |
|||||||||||||||||||||||||||||||||||||
| 20553 | 2602 1585 X | 20553 | Grady | U.S. 62 | E. FORK OF BITTER CREEK | 2602 1585 X | 3-50ft. DOUBLE TEE BM. | 1983 | 35.044525 | -97.82479167 | 149.902 | 41.499 | — | 3 | 0 | 2 | 40 | 5 - Prestressed Concrete | Tee Beam (04) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 80.7 | Good (7) | Fair (5) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 4300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
20910 BRKEY
20553 NBI No.
20553 On Under
1 Structure No.
2602 1585 X Control No.
002 Lane Ind.
Milepoint
15850 Facility Carried
U.S. 62 Feature Intersected
E. FORK OF BITTER CREEK Division
07 County
051 Location
0.1 MI W SH39 Sufficiency
80.7 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1983 ADT Total
4300 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
04 Length
149.902 Deck Width
41.499 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
8 Sub Rating
8 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
63 HS Inv. Rating Method
1 HS Inv. Method
31 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6880 Future ADT Year
2042 Bypass Detour
54.700002 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
0000 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
20553 ODOT County
26 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
3-50ft. DOUBLE TEE BM. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2602 1585 X H Index
99.8126 Latitude
35:02:40.29 Longitude
-97:49:29.25 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 62 Scour
8 Design Structure
4 - Tee Beam FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
16-26 NBI Text
20553 Vault Link
http://plansrv1/bridgemaintvault/b20553 GIS FO/SD
Meets Standards H Inv. Method
24 Latitude DD
35.044525 Longitude DD
-97.82479167 ODOT County Number
26 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
20910 x
-10889805.9956625 y
4169933.56114337 |
|||||||||||||||||||||||||||||||||||||
| 20552 | 2602 1410 X | 20552 | Grady | U.S. 62 | WEST BITTER CREEK | 2602 1410 X | 3-50ft. DOUBLE TEE BM. SPANS | 1983 | 35.04412222 | -97.85556389 | 149.902 | 41.499 | — | 3 | 0 | 2 | 40 | 5 - Prestressed Concrete | Tee Beam (04) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 81.7 | Good (7) | Satisfactory (6) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 4300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
20909 BRKEY
20552 NBI No.
20552 On Under
1 Structure No.
2602 1410 X Control No.
002 Lane Ind.
Milepoint
14100 Facility Carried
U.S. 62 Feature Intersected
WEST BITTER CREEK Division
07 County
051 Location
1.9 MI W SH39 Sufficiency
81.7 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1983 ADT Total
4300 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
04 Length
149.902 Deck Width
41.499 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
7 Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
61 HS Inv. Rating Method
1 HS Inv. Method
31 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6880 Future ADT Year
2042 Bypass Detour
54.700002 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
0000 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
20552 ODOT County
26 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
3-50ft. DOUBLE TEE BM. SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2602 1410 X H Index
92.9817 Latitude
35:02:38.84 Longitude
-97:51:20.03 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 62 Scour
8 Design Structure
4 - Tee Beam FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
14-26 NBI Text
20552 Vault Link
http://plansrv1/bridgemaintvault/b20552 GIS FO/SD
Meets Standards H Inv. Method
24 Latitude DD
35.04412222 Longitude DD
-97.85556389 ODOT County Number
26 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
20909 x
-10893231.5435234 y
4169878.79526852 |
|||||||||||||||||||||||||||||||||||||
| 20455 | 4706 0234 X | 20455 | Major | U.S. 60 | CREEK | 4706 0234 X | (13ft.-17ft.-13ft.)X 8ft.X 5 | 1983 | 36.390775 | -98.39869722 | 44.948 | 55.299 | — | 3 | 0 | 2 | 53.301 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 94.5 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 3400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
20906 BRKEY
20455 NBI No.
20455 On Under
1 Structure No.
4706 0234 X Control No.
006 Lane Ind.
Milepoint
02340 Facility Carried
U.S. 60 Feature Intersected
CREEK Division
06 County
093 Location
2.3 MI E OF JCT. SH 8 Sufficiency
94.5 Kind Hwy
2 Level Service
1 Route No.
00060 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
53.301 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1983 ADT Total
3400 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
53.301 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
44.948 Deck Width
55.299 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5440 Future ADT Year
2042 Bypass Detour
9.941939 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
20455 ODOT County
47 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(13ft.-17ft.-13ft.)X 8ft.X 5 Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4706 0234 X H Index
94.0719 Latitude
36:23:26.79 Longitude
-98:23:55.31 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 60 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
20455 Vault Link
http://plansrv1/bridgemaintvault/b20455 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
36.390775 Longitude DD
-98.39869722 ODOT County Number
47 Maint. Dist.
6 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
20906 x
-10953692.8692519 y
4354525.49248471 |
|||||||||||||||||||||||||||||||||||||
| 20454 | 0954 0159 X | 20454 | Canadian | S.H. 4 | MUSTANG CREEK TRIB. | 0954 0159 X | (12ft.-14ft.-12ft.)X 12ft.X 71.5ft. R.C.BOX W/ 3ft. ADDTft.L CURTAIN WALLS | 1983 | 35.41455833 | -97.72438333 | 39.8 | 0 | — | 3 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 76.3 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | B | 16400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
20905 BRKEY
20454 NBI No.
20454 On Under
1 Structure No.
0954 0159 X Control No.
054 Lane Ind.
Milepoint
01590 Facility Carried
S.H. 4 Feature Intersected
MUSTANG CREEK TRIB. Division
04 County
017 Location
1.5 MI N OF SH 152 Sufficiency
76.3 Kind Hwy
3 Level Service
1 Route No.
00004 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
71.499 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
1983 ADT Total
16400 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
3 Appr. Roadway Width
52.001 Span Type Main
M Material
1 - Concrete Design
19 Length
39.8 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
5 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
26240 Future ADT Year
2042 Bypass Detour
3.106856 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
20454 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
(12ft.-14ft.-12ft.)X 12ft.X 71.5ft. R.C.BOX W/ 3ft. ADDTft.L CURTAIN WALLS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0954 0159 X H Index
96.3272 Latitude
35:24:52.41 Longitude
-97:43:27.78 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 4 Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
20454 Vault Link
http://plansrv1/bridgemaintvault/b20454 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
35.41455833 Longitude DD
-97.72438333 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
20905 x
-10878628.5903823 y
4220361.65298124 |
|||||||||||||||||||||||||||||||||||||
| 20249 | 6618 1255SX | 20249 | Rogers | U.S. 412 | CO. RD. UNDER | 6618 1255SX | 95ft. PCBM SK75ft. | 1982 | 36.17018611 | -95.51180278 | 97.113 | 43.635 | — | 1 | 15 | 2 | 40.682 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 96.9 | Good (7) | Very good (8) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 8050 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
20844 BRKEY
20249 NBI No.
20249 On Under
1 Structure No.
6618 1255SX Control No.
018 Lane Ind.
S Milepoint
12550 Facility Carried
U.S. 412 Feature Intersected
CO. RD. UNDER Division
08 County
131 Location
.4 MI E US 412 & SH 88 Sufficiency
96.9 Kind Hwy
2 Level Service
1 Route No.
00412 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
40.682 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1982 ADT Total
8050 ADT Year
2022 Design Load
HS 20 Skew
15 No. Main Spans
1 Road Width
40.682 Ref. Underclearance Rt.
H Underclearance Right
7.999 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38.058 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
97.113 Deck Width
43.635 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
8 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
84 HS Inv. Rating Method
1 HS Inv. Method
41.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
12880 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1411 Max Measured Clearance
1602 Min Measured Clearance
1503 NBI Rating
20249 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.
8 DK Surf. Type
4 Lft. Curb SW
0 Rt. Curb SW
0 Description
95ft. PCBM SK75ft. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6618 1255SX H Index
98.2614 Latitude
36:10:12.67 Longitude
-95:30:42.49 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 412 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
20249 Vault Link
http://plansrv1/bridgemaintvault/b20249 GIS FO/SD
Meets Standards H Inv. Method
28.6 Latitude DD
36.17018611 Longitude DD
-95.51180278 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
20844 x
-10632325.2502172 y
4324064.0572269 |
|||||||||||||||||||||||||||||||||||||
| 20248 | 6618 1255NX | 20248 | Rogers | U.S. 412 | CO. RD. UNDER | 6618 1255NX | 95ft. PCBM SK75ft. | 1982 | 36.17063889 | -95.51180556 | 97.113 | 43.635 | — | 1 | 15 | 2 | 40.682 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 96.9 | Good (7) | Very good (8) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 8150 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
20843 BRKEY
20248 NBI No.
20248 On Under
1 Structure No.
6618 1255NX Control No.
018 Lane Ind.
N Milepoint
12550 Facility Carried
U.S. 412 Feature Intersected
CO. RD. UNDER Division
08 County
131 Location
.4 MI E US 412 & SH 88 Sufficiency
96.9 Kind Hwy
2 Level Service
1 Route No.
00412 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
40.682 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1982 ADT Total
8150 ADT Year
2022 Design Load
HS 20 Skew
15 No. Main Spans
1 Road Width
40.682 Ref. Underclearance Rt.
H Underclearance Right
7.999 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38.058 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
97.113 Deck Width
43.635 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
8 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
84 HS Inv. Rating Method
1 HS Inv. Method
41.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
13040 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1411 Max Measured Clearance
1804 Min Measured Clearance
1707 NBI Rating
20248 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.
8 DK Surf. Type
4 Lft. Curb SW
0 Rt. Curb SW
0 Description
95ft. PCBM SK75ft. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6618 1255NX H Index
98.3357 Latitude
36:10:14.3 Longitude
-95:30:42.5 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 412 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
20248 Vault Link
http://plansrv1/bridgemaintvault/b20248 GIS FO/SD
Meets Standards H Inv. Method
28.6 Latitude DD
36.17063889 Longitude DD
-95.51180556 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
20843 x
-10632325.5596854 y
4324126.4942544 |
|||||||||||||||||||||||||||||||||||||
| 20536 | 5509 0771EX | 20536 | Oklahoma | I-35 NB | SPRING CREEK | 5509 0771EX | 100ft. P. C. BM. SPAN W/ SLOPED FACE PARAPETS | 1983 | 35.647122 | -97.424575 | 100.748 | 62.448 | — | 1 | 0 | 3 | 59.449 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 96.5 | Satisfactory (6) | Satisfactory (6) | Very good (8) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 29250 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
20839 BRKEY
20536 NBI No.
20536 On Under
1 Structure No.
5509 0771EX Control No.
009 Lane Ind.
E Milepoint
07710 Facility Carried
I-35 NB Feature Intersected
SPRING CREEK Division
04 County
109 Location
2.9 MI N OF TURNPIKE Sufficiency
96.5 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
59.449 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
1983 ADT Total
29250 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
1 Road Width
59.449 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
59.449 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
100.748 Deck Width
62.448 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
6 Chan. Rating
8 Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
85 HS Inv. Rating Method
1 HS Inv. Method
33 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
46800 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
20536 ODOT County
55 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
100ft. P. C. BM. SPAN W/ SLOPED FACE PARAPETS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5509 0771EX H Index
95.0401 Latitude
35:38:49.64 Longitude
-97:25:28.47 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-35 NB Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
20536 Vault Link
http://plansrv1/bridgemaintvault/b20536 GIS FO/SD
Meets Standards H Inv. Method
22 Latitude DD
35.647122 Longitude DD
-97.424575 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
20839 x
-10845254.0797511 y
4252173.91053253 |
|||||||||||||||||||||||||||||||||||||
| 20535 | 5509 0771WX | 20535 | Oklahoma | I-35 SB | SPRING CREEK | 5509 0771WX | 100ft. P. C. BM. SPAN W/ SLOPED FACE PARAPETS | 1983 | 35.647122 | -97.424986 | 100.748 | 62.448 | — | 1 | 0 | 3 | 59.449 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 96.5 | Good (7) | Satisfactory (6) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 29650 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
20838 BRKEY
20535 NBI No.
20535 On Under
1 Structure No.
5509 0771WX Control No.
009 Lane Ind.
W Milepoint
07710 Facility Carried
I-35 SB Feature Intersected
SPRING CREEK Division
04 County
109 Location
2.9 MI N OF TURNPIKE Sufficiency
96.5 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
59.449 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
1983 ADT Total
29650 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
1 Road Width
59.449 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
59.449 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
100.748 Deck Width
62.448 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
4 Deck Rating
6 Super Rating
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
85 HS Inv. Rating Method
1 HS Inv. Method
33 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
47440 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
20535 ODOT County
55 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
100ft. P. C. BM. SPAN W/ SLOPED FACE PARAPETS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5509 0771WX H Index
92.7151 Latitude
35:38:49.64 Longitude
-97:25:29.95 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-35 SB Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
20535 Vault Link
http://plansrv1/bridgemaintvault/b20535 GIS FO/SD
Meets Standards H Inv. Method
22 Latitude DD
35.647122 Longitude DD
-97.424986 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
20838 x
-10845299.8320618 y
4252173.91053253 |
|||||||||||||||||||||||||||||||||||||
| 20534 | 5509 0771WXF | 20534 | Oklahoma | I-35 FRONTAGE RD. | SPRING CREEK | 5509 0771WXF | 100ft. P.C. BEAM SPAN W/ 4ft. SIDEWALK ON WEST ONLY | 1983 | 35.647125 | -97.425297 | 100.748 | 35.417 | — | 1 | 0 | 2 | 28.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 79.9 | Very good (8) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | A | 2750 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
20837 BRKEY
20534 NBI No.
20534 On Under
1 Structure No.
5509 0771WXF Control No.
009 Lane Ind.
W Milepoint
07710 Facility Carried
I-35 FRONTAGE RD. Feature Intersected
SPRING CREEK Division
04 County
109 Location
2.9 MI N TURNPIKE Sufficiency
79.9 Kind Hwy
2 Level Service
8 Route No.
00035 Service Type On
5 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
28.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1983 ADT Total
2750 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
1 Road Width
28.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
25 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
100.748 Deck Width
35.417 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
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
97 HS Inv. Rating Method
1 HS Inv. Method
37 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4400 Future ADT Year
2042 Bypass Detour
12 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
20534 ODOT County
55 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
3.999 Rt. Curb SW
0 Description
100ft. P.C. BEAM SPAN W/ 4ft. SIDEWALK ON WEST ONLY Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
F Alt. Structure Name
5509 0771WXF H Index
94.5479 Latitude
35:38:49.65 Longitude
-97:25:31.07 I257A
0 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-35 S.B. FRONTAGE ROAD Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
8 - Service and/or unclassified frontage road Historical Significance
5 Local Bridge ID
NBI Text
20534 Vault Link
http://plansrv1/bridgemaintvault/b20534 GIS FO/SD
Meets Standards H Inv. Method
26 Latitude DD
35.647125 Longitude DD
-97.425297 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
20837 x
-10845334.4524234 y
4252174.32149678 |
|||||||||||||||||||||||||||||||||||||
| 20533 | 5509 0771EXF | 20533 | Oklahoma | I-35 FRONTAGE RD. | SPRING CREEK | 5509 0771EXF | 100ft. P.C. BEAM. SPAN W/ 29ft. CLY RDWY & 4ft. S/W ON RIGHT | 1983 | 35.647122 | -97.424267 | 100.748 | 35.417 | — | 1 | 0 | 2 | 28.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 92.3 | Satisfactory (6) | Satisfactory (6) | Very good (8) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | A | 900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
20836 BRKEY
20533 NBI No.
20533 On Under
1 Structure No.
5509 0771EXF Control No.
009 Lane Ind.
E Milepoint
07710 Facility Carried
I-35 FRONTAGE RD. Feature Intersected
SPRING CREEK Division
04 County
109 Location
2.9 MI N TURNPIKE Sufficiency
92.3 Kind Hwy
2 Level Service
8 Route No.
00035 Service Type On
5 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
28.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1983 ADT Total
900 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
1 Road Width
28.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
28.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
100.748 Deck Width
35.417 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
6 Chan. Rating
6 Culv. Rating
N Structure Rating
6 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
97 HS Inv. Rating Method
1 HS Inv. Method
38 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1440 Future ADT Year
2042 Bypass Detour
5.999985 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
20533 ODOT County
55 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
3.999 Description
100ft. P.C. BEAM. SPAN W/ 29ft. CLY RDWY & 4ft. S/W ON RIGHT Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
F Alt. Structure Name
5509 0771EXF H Index
96.2316 Latitude
35:38:49.64 Longitude
-97:25:27.36 I257A
0 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-35 FRONTAGE RD. Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
8 - Service and/or unclassified frontage road Historical Significance
5 Local Bridge ID
NBI Text
20533 Vault Link
http://plansrv1/bridgemaintvault/b20533 GIS FO/SD
Meets Standards H Inv. Method
26 Latitude DD
35.647122 Longitude DD
-97.424267 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
20836 x
-10845219.7933479 y
4252173.91053253 |
|||||||||||||||||||||||||||||||||||||
| 20532 | 5509 0250EX | 20532 | Oklahoma | I-35 NB | HARRISON CREEK | 5509 0250EX | 100ft. PRESTRESSED CONC BM SPANS SK 75 DEG | 1983 | 35.575686 | -97.444747 | 102.07 | 61.916 | — | 1 | 15 | 3 | 58.917 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97 | Satisfactory (6) | Satisfactory (6) | Very good (8) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 42350 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
20817 BRKEY
20532 NBI No.
20532 On Under
1 Structure No.
5509 0250EX Control No.
009 Lane Ind.
E Milepoint
02500 Facility Carried
I-35 NB Feature Intersected
HARRISON CREEK Division
04 County
109 Location
2.5 MI N OF JCT I44 Sufficiency
97 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
58.917 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
1983 ADT Total
42350 ADT Year
2022 Design Load
HS 20 Skew
15 No. Main Spans
1 Road Width
58.917 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
58.002 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
102.07 Deck Width
61.916 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
4 Deck Rating
6 Super Rating
8 Sub Rating
6 Chan. Rating
8 Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
87 HS Inv. Rating Method
1 HS Inv. Method
34 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
67760 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
20532 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
4 Lft. Curb SW
0 Rt. Curb SW
0 Description
100ft. PRESTRESSED CONC BM SPANS SK 75 DEG Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5509 0250EX H Index
95.1857 Latitude
35:34:32.47 Longitude
-97:26:41.09 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-35 NB Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
20532 Vault Link
http://plansrv1/bridgemaintvault/b20532 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
35.575686 Longitude DD
-97.444747 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
20817 x
-10847499.6165194 y
4242392.39998256 |
|||||||||||||||||||||||||||||||||||||
| 20531 | 5509 0250WX | 20531 | Oklahoma | I-35 SB | HARRISON CREEK | 5509 0250WX | 100ft. PRESTRESSED CONC BM SPANS SK 75 DEG. | 1983 | 35.57605 | -97.445233 | 102.07 | 65.853 | — | 1 | 15 | 3 | 62.799 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.5 | Good (7) | Satisfactory (6) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 42750 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
20816 BRKEY
20531 NBI No.
20531 On Under
1 Structure No.
5509 0250WX Control No.
009 Lane Ind.
W Milepoint
02500 Facility Carried
I-35 SB Feature Intersected
HARRISON CREEK Division
04 County
109 Location
2.5 MI N OF JCT I44 Sufficiency
97.5 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
62.799 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
1983 ADT Total
42750 ADT Year
2022 Design Load
HS 20 Skew
15 No. Main Spans
1 Road Width
62.799 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
62.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
102.07 Deck Width
65.853 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
8 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
88 HS Inv. Rating Method
1 HS Inv. Method
35 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
68400 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
20531 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
4 Lft. Curb SW
0 Rt. Curb SW
0 Description
100ft. PRESTRESSED CONC BM SPANS SK 75 DEG. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5509 0250WX H Index
97.0539 Latitude
35:34:33.78 Longitude
-97:26:42.84 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-35 SB Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
20531 Vault Link
http://plansrv1/bridgemaintvault/b20531 GIS FO/SD
Meets Standards H Inv. Method
24 Latitude DD
35.57605 Longitude DD
-97.445233 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
20816 x
-10847553.7177919 y
4242442.21924911 |
|||||||||||||||||||||||||||||||||||||
| 20428 | 3622 0846 X | 20428 | Kay | S.H. 11 | CREEK | 3622 0846 X | 3-10ft. X 5ft. X 97.5ft. R.C.BOX W/ 3ft. ADDITIONAL CURTAIN WALLS | 1983 | 36.81078611 | -97.12992778 | 31.936 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 98.1 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 2500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
20809 BRKEY
20428 NBI No.
20428 On Under
1 Structure No.
3622 0846 X Control No.
022 Lane Ind.
Milepoint
08460 Facility Carried
S.H. 11 Feature Intersected
CREEK Division
04 County
071 Location
8.4 MI E US 177 Sufficiency
98.1 Kind Hwy
3 Level Service
1 Route No.
00011 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
97.5 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
1983 ADT Total
2500 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
6 Appr. Roadway Width
43.999 Span Type Main
M Material
1 - Concrete Design
19 Length
31.936 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
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
4000 Future ADT Year
2042 Bypass Detour
9.941939 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
20428 ODOT County
36 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft. X 5ft. X 97.5ft. R.C.BOX W/ 3ft. ADDITIONAL CURTAIN WALLS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3622 0846 X H Index
98.121 Latitude
36:48:38.83 Longitude
-97:07:47.74 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 11 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
20428 Vault Link
http://plansrv1/bridgemaintvault/b20428 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
36.81078611 Longitude DD
-97.12992778 ODOT County Number
36 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
20809 x
-10812454.101257 y
4412765.5253394 |
|||||||||||||||||||||||||||||||||||||
| 20327 | 5118 0334EX | 20327 | Muskogee | U.S. 69 NB | ARKANSAS RIV./SRVC RD. | 5118 0334EX | 27-100ft. PRESTRESSED | 1982 | 35.80398889 | -95.40167778 | 2702 | 38 | — | 27 | 0 | 2 | 36 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 83.3 | Fair (5) | Satisfactory (6) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 8150 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
20780 BRKEY
20327 NBI No.
20327 On Under
1 Structure No.
5118 0334EX Control No.
018 Lane Ind.
E Milepoint
03340 Facility Carried
U.S. 69 NB Feature Intersected
ARKANSAS RIV./SRVC RD. Division
01 County
101 Location
3.4 MI N JCT US 62 W Sufficiency
83.3 Kind Hwy
2 Level Service
1 Route No.
00069 Service Type On
1 Service Type Off
6 Vertical Clearance
N Horizontal Clearance
36 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1982 ADT Total
8150 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
27 Road Width
36 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
12 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
2702 Deck Width
38 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
6 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
6 Underclearance
6 Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
79 HS Inv. Rating Method
1 HS Inv. Method
34 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
13040 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
20327 ODOT County
51 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
4 Lft. Curb SW
0 Rt. Curb SW
0 Description
27-100ft. PRESTRESSED Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5118 0334EX H Index
95.4669 Latitude
35:48:14.36 Longitude
-95:24:06.04 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 69 NB Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
20327 Vault Link
http://plansrv1/bridgemaintvault/b20327 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
35.80398889 Longitude DD
-95.40167778 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
20780 x
-10620066.1912936 y
4273683.95611101 |
|||||||||||||||||||||||||||||||||||||
| 20326 | 7278 0269SX | 20326 | Tulsa | I-44 | ELWOOD & ARK. RIV. UNDER | 7278 0269SX | 22-100ft.,91ft.,100ft. PRESTRESSED CONC BM. SPANS | 1982 | 36.089681 | -95.992647 | 2405 | 55 | — | 25 | 0 | 3 | 52 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 83.7 | Fair (5) | Satisfactory (6) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 33500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
20779 BRKEY
20326 NBI No.
20326 On Under
1 Structure No.
7278 0269SX Control No.
078 Lane Ind.
S Milepoint
02690 Facility Carried
I-44 Feature Intersected
ELWOOD & ARK. RIV. UNDER Division
08 County
143 Location
.7 MI E JCT US 75 Sufficiency
83.7 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
6 Vertical Clearance
Y Horizontal Clearance
52 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
1982 ADT Total
33500 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
25 Road Width
52 Ref. Underclearance Rt.
H Underclearance Right
15 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
46 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
2405 Deck Width
55 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
5 Sub Rating
5 Chan. Rating
7 Culv. Rating
N Structure Rating
5 Deck Geometry
5 Underclearance
9 Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
86.6 HS Inv. Rating Method
1 HS Inv. Method
39.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
53600 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
60 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
1502 Max Measured Clearance
1509 Min Measured Clearance
1505 NBI Rating
20326 ODOT County
72 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
4 Lft. Curb SW
0 Rt. Curb SW
0 Description
22-100ft.,91ft.,100ft. PRESTRESSED CONC BM. SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7278 0269SX H Index
97.1974 Latitude
36:05:22.85 Longitude
-95:59:33.53 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-44 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
20326 Vault Link
http://plansrv1/bridgemaintvault/b20326 GIS FO/SD
Meets Standards H Inv. Method
27.4 Latitude DD
36.089681 Longitude DD
-95.992647 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
20779 x
-10685852.5839385 y
4312968.36624955 |
|||||||||||||||||||||||||||||||||||||
| 20325 | 2716 0325 X | 20325 | Grant | S.H. 74 | SALT FORK ARKANSAS RIVER | 2716 0325 X | 9-100ft. PRESTRESSED C | 1982 | 36.64062778 | -97.58757222 | 901 | 34 | — | 9 | 0 | 2 | 32 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 85.5 | Fair (5) | Satisfactory (6) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 720 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
20778 BRKEY
20325 NBI No.
20325 On Under
1 Structure No.
2716 0325 X Control No.
016 Lane Ind.
Milepoint
03250 Facility Carried
S.H. 74 Feature Intersected
SALT FORK ARKANSAS RIVER Division
04 County
053 Location
3.2 MI N GARFIELD C/L Sufficiency
85.5 Kind Hwy
3 Level Service
1 Route No.
00074 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
32 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1982 ADT Total
720 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
9 Road Width
32 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
32 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
901 Deck Width
34 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
5 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
92 HS Inv. Rating Method
1 HS Inv. Method
46 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1152 Future ADT Year
2042 Bypass Detour
37.903642 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
20325 ODOT County
27 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
3 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
9-100ft. PRESTRESSED C Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2716 0325 X H Index
70.24 Latitude
36:38:26.26 Longitude
-97:35:15.26 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 74 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
20325 Vault Link
http://plansrv1/bridgemaintvault/b20325 GIS FO/SD
Meets Standards H Inv. Method
31 Latitude DD
36.64062778 Longitude DD
-97.58757222 ODOT County Number
27 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
20778 x
-10863398.8472822 y
4389132.61473602 |
|||||||||||||||||||||||||||||||||||||
| 20324 | 7294 0132 X | 20324 | Tulsa | CINCINNATI AVE. | U.S. 64 / US 75 / SH 51 | 7294 0132 X | 6-CONC BX GRDR SPANS | 1982 | 36.141792 | -95.983133 | 650.919 | 80.052 | — | 6 | 99 | 4 | 70.866 | 2 - Concrete Continuous | Box Beam or Girders — Multiple (05) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.3 | Satisfactory (6) | Good (7) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 17 - Collector (Urban) | A | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
20777 BRKEY
20324 NBI No.
20324 On Under
1 Structure No.
7294 0132 X Control No.
Lane Ind.
Milepoint
Facility Carried
CINCINNATI AVE. Feature Intersected
U.S. 64 / US 75 / SH 51 Division
08 County
143 Location
1.3 MI E I-244 Sufficiency
97.3 Kind Hwy
5 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
70.866 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
17 - Collector (Urban) Year Built
1982 ADT Total
5000 ADT Year
2022 Design Load
HS 20 Skew
99 No. Main Spans
6 Road Width
70.866 Ref. Underclearance Rt.
H Underclearance Right
9.843 Underclearance Left
5.4 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
70.866 Span Type Main
M Material
2 - Concrete Continuous Design
05 Length
650.919 Deck Width
80.052 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
7 Super Rating
7 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
9 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
48.6 HS Inv. Rating Method
1 HS Inv. Method
35.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 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
1700 Max Measured Clearance
2311 Min Measured Clearance
1801 NBI Rating
20324 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
4 Lft. Curb SW
0 Rt. Curb SW
0 Description
6-CONC BX GRDR SPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7294 0132 X H Index
97.2219 Latitude
36:08:30.45 Longitude
-95:58:59.28 I257A
1 I257B
0 I257C
0 I257D
0 I257E
0 I263
1 Roadway Name
CINCINNATI AVE. Scour
N Design Structure
5 - Box Beam or Girders - Multiple FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
20324 Vault Link
http://plansrv1/bridgemaintvault/b20324 GIS FO/SD
Meets Standards H Inv. Method
19.8 Latitude DD
36.141792 Longitude DD
-95.983133 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
6 Rural/Urban
Urban ARC_ID_NUM
20777 x
-10684793.490303 y
4320149.31342309 |
|||||||||||||||||||||||||||||||||||||
| 20521 | 1439 0090 X | 20521 | Cleveland | S.H. 77H SOONER RD | LITTLE RIVER | 1439 0555 X | 3-30ft. DOUBLE TEE BM | 1983 | 35.27427778 | -97.4236 | 89.895 | 56.102 | — | 3 | 0 | 4 | 54.462 | 5 - Prestressed Concrete | Tee Beam (04) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 63.3 | Fair (5) | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | B | 23900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
20770 BRKEY
20521 NBI No.
20521 On Under
1 Structure No.
1439 0090 X Control No.
039 Lane Ind.
Milepoint
00900 Facility Carried
S.H. 77H SOONER RD Feature Intersected
LITTLE RIVER Division
03 County
027 Location
0.2 MI S FRANKLIN RD Sufficiency
63.3 Kind Hwy
3 Level Service
1 Route No.
0077H Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
49.869 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
1983 ADT Total
23900 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
54.462 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
50 Span Type Main
M Material
5 - Prestressed Concrete Design
04 Length
89.895 Deck Width
56.102 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
6 Super Rating
6 Sub Rating
6 Chan. Rating
5 Culv. Rating
N Structure Rating
5 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
42 HS Inv. Rating Method
1 HS Inv. Method
25 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
38240 Future ADT Year
2042 Bypass Detour
3.728227 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
50 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
20521 ODOT County
14 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-30ft. DOUBLE TEE BM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1439 0555 X H Index
99.0747 Latitude
35:16:27.4 Longitude
-97:25:24.96 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 77H SOONER RD Scour
8 Design Structure
4 - Tee Beam FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
20521 Vault Link
http://plansrv1/bridgemaintvault/b20521 GIS FO/SD
Meets Standards H Inv. Method
19 Latitude DD
35.27427778 Longitude DD
-97.4236 ODOT County Number
14 Maint. Dist.
3 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
20770 x
-10845145.5432476 y
4201217.15033925 |
|||||||||||||||||||||||||||||||||||||
| 20323 | 0703 0946WX | 20323 | Bryan | U.S. 69 SB | BLUE RIVER | 0703 0946WX | 2-(3-100ft. CONTINUOUS) PC BEAM | 1982 | 34.06264167 | -96.34928889 | 602.999 | 41.001 | — | 6 | 0 | 2 | 37.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 91.9 | Satisfactory (6) | Satisfactory (6) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 9000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
20758 BRKEY
20323 NBI No.
20323 On Under
1 Structure No.
0703 0946WX Control No.
003 Lane Ind.
W Milepoint
09460 Facility Carried
U.S. 69 SB Feature Intersected
BLUE RIVER Division
02 County
013 Location
9.46 N JCT US-69 BUS Sufficiency
91.9 Kind Hwy
2 Level Service
1 Route No.
00069 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1982 ADT Total
9000 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
6 Road Width
37.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
602.999 Deck Width
41.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
6 Super Rating
7 Sub Rating
6 Chan. Rating
7 Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
67 HS Inv. Rating Method
1 HS Inv. Method
28 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
14400 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
20323 ODOT County
07 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-(3-100ft. CONTINUOUS) PC BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0703 0946WX H Index
98.4713 Latitude
34:03:45.51 Longitude
-96:20:57.44 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 69 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
030 NBI Text
20323 Vault Link
http://plansrv1/bridgemaintvault/b20323 GIS FO/SD
Meets Standards H Inv. Method
19 Latitude DD
34.06264167 Longitude DD
-96.34928889 ODOT County Number
7 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
20758 x
-10725553.7775288 y
4037216.37655009 |
|||||||||||||||||||||||||||||||||||||
| 20322 | 0703 0946EX | 20322 | Bryan | U.S. 69 NB | BLUE RIVER | 0703 0946EX | 2-(3-100ft. CONTINUOUS) PC BEAM | 1982 | 34.06248611 | -96.34898611 | 602.999 | 41.001 | — | 6 | 0 | 2 | 37.999 | 6 - Prestressed Concrete Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 86.9 | Satisfactory (6) | Good (7) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 9050 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
20757 BRKEY
20322 NBI No.
20322 On Under
1 Structure No.
0703 0946EX Control No.
003 Lane Ind.
E Milepoint
09460 Facility Carried
U.S. 69 NB Feature Intersected
BLUE RIVER Division
02 County
013 Location
9.46 N JCT US-69 BUS Sufficiency
86.9 Kind Hwy
2 Level Service
1 Route No.
00069 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1982 ADT Total
9050 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
6 Road Width
37.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
6 - Prestressed Concrete Continuous Design
02 Length
602.999 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
7 Sub Rating
6 Chan. Rating
7 Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
67 HS Inv. Rating Method
1 HS Inv. Method
28 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
14480 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
20322 ODOT County
07 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-(3-100ft. CONTINUOUS) PC BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0703 0946EX H Index
98.883 Latitude
34:03:44.95 Longitude
-96:20:56.35 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 69 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
029 NBI Text
20322 Vault Link
http://plansrv1/bridgemaintvault/b20322 GIS FO/SD
Meets Standards H Inv. Method
19 Latitude DD
34.06248611 Longitude DD
-96.34898611 ODOT County Number
7 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
20757 x
-10725520.0722134 y
4037195.47323445 |