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 | |||||||||||||||||||||||||||||||||||||
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| 22391 | 7702 1969NX | 22391 | Woodward | U.S. 183 WB | SAND CREEK (MOSCOW CREEK | 7702 1969 X | 40ft.,3-50ft.,40ft. PRESTR | 1989 | 36.324053 | -99.245133 | 229.987 | 58.071 | — | 5 | 0 | 3 | 56.102 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97 | 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 | 1900 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
21953 BRKEY
22391 NBI No.
22391 On Under
1 Structure No.
7702 1969NX Control No.
002 Lane Ind.
N Milepoint
19690 Facility Carried
U.S. 183 WB Feature Intersected
SAND CREEK (MOSCOW CREEK Division
06 County
153 Location
1.4 MI NW JCT SH 5 Sufficiency
97 Kind Hwy
2 Level Service
1 Route No.
00183 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
55.774 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
1989 ADT Total
1900 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
5 Road Width
56.102 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
3 Fill RCB
0 Appr. Roadway Width
50.013 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
229.987 Deck Width
58.071 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
8 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
69.3 HS Inv. Rating Method
1 HS Inv. Method
40.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3040 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
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
22391 ODOT County
77 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
40ft.,3-50ft.,40ft. PRESTR Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7702 1969 X H Index
91.1126 Latitude
36:19:26.59 Longitude
-99:14:42.48 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 183 WB 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
22391 Vault Link
http://plansrv1/bridgemaintvault/b22391 GIS FO/SD
Meets Standards H Inv. Method
30.8 Latitude DD
36.324053 Longitude DD
-99.245133 ODOT County Number
77 Maint. Dist.
6 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
21953 x
-11047917.6692707 y
4345302.66815495 |
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| 22202 | 1218 0371 X | 22202 | Choctaw | S.H. 147 | WIRE BRANCH | 1218 0371 X | (3) 10ft. X 3ft. X 36ft. RCB SK 45° | 1989 | 34.07139167 | -95.36472222 | 48.1 | 0 | — | 3 | 45 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 95.4 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 760 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21942 BRKEY
22202 NBI No.
22202 On Under
1 Structure No.
1218 0371 X Control No.
018 Lane Ind.
Milepoint
03710 Facility Carried
S.H. 147 Feature Intersected
WIRE BRANCH Division
02 County
023 Location
3.71 N JCT US-70 Sufficiency
95.4 Kind Hwy
3 Level Service
1 Route No.
00147 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1989 ADT Total
760 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
FG Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
48.1 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
2 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1216 Future ADT Year
2042 Bypass Detour
26.718961 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
22202 ODOT County
12 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
1.001 Rt. Curb SW
1.001 Description
(3) 10ft. X 3ft. X 36ft. RCB SK 45° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1218 0371 X H Index
100 Latitude
34:04:17.01 Longitude
-95:21:53 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 147 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
044 NBI Text
22202 Vault Link
http://plansrv1/bridgemaintvault/b22202 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
34.07139167 Longitude DD
-95.36472222 ODOT County Number
12 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
21942 x
-10615952.3171724 y
4038392.21624958 |
|||||||||||||||||||||||||||||||||||||
| 22201 | 4076 1100 X | 22201 | Le Flore | S.H. 144 | CREEK | 4076 1100 X | (3) 10ft. X 4ft. X 46ft. RCB SK 60° | 1989 | 34.51696944 | -94.73961667 | 39.3 | 0 | — | 3 | 60 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 99.4 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21941 BRKEY
22201 NBI No.
22201 On Under
1 Structure No.
4076 1100 X Control No.
076 Lane Ind.
Milepoint
11000 Facility Carried
S.H. 144 Feature Intersected
CREEK Division
02 County
079 Location
11.00 E PUSHMATAHA C/L Sufficiency
99.4 Kind Hwy
3 Level Service
1 Route No.
00144 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
26.3 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1989 ADT Total
500 ADT Year
2022 Design Load
HS 20 Skew
60 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
24 Span Type Main
M Material
1 - Concrete Design
19 Length
39.3 Deck Width
0 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
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
800 Future ADT Year
2042 Bypass Detour
16.7 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
40 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
22201 ODOT County
40 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 4ft. X 46ft. RCB SK 60° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4076 1100 X H Index
98.7004 Latitude
34:31:01.09 Longitude
-94:44:22.62 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 144 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
209 NBI Text
22201 Vault Link
http://plansrv1/bridgemaintvault/b22201 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
34.51696944 Longitude DD
-94.73961667 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
21941 x
-10546365.8856543 y
4098431.43420829 |
|||||||||||||||||||||||||||||||||||||
| 22108 | 1406 0000WX | 22108 | Cleveland | I-35 | S. CANADIAN RIVER | 1406 0000WX | 50ft.,9(4-100ft. CONT)75 | 1988 | 35.1962 | -97.48319444 | 3740 | 54 | — | 38 | 0 | 3 | 52 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 96.7 | Satisfactory (6) | Satisfactory (6) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 35150 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21938 BRKEY
22108 NBI No.
22108 On Under
1 Structure No.
1406 0000WX Control No.
006 Lane Ind.
W Milepoint
00000 Facility Carried
I-35 Feature Intersected
S. CANADIAN RIVER Division
03 County
027 Location
CLEVELAND-MC CLAIN C/L Sufficiency
96.7 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
5 Vertical Clearance
_ 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
1988 ADT Total
35150 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
38 Road Width
52 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
45 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
3740 Deck Width
54 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
7 Sub Rating
6 Chan. Rating
5 Culv. Rating
N Structure Rating
6 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 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
56240 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
60 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
22108 ODOT County
14 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
50ft.,9(4-100ft. CONT)75 Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1406 0000WX H Index
99.1251 Latitude
35:11:46.32 Longitude
-97:28:59.5 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-35 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
22108 Vault Link
http://plansrv1/bridgemaintvault/b22108 GIS FO/SD
Meets Standards H Inv. Method
28 Latitude DD
35.1962 Longitude DD
-97.48319444 ODOT County Number
14 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
21938 x
-10851779.5659625 y
4190576.00912042 |
|||||||||||||||||||||||||||||||||||||
| 22107 | 7206 0459 X | 22107 | Tulsa | U.S. 64 | ARKANSAS RIVER | 7206 0459 X | 19-102ft. PRESTRESSED | 1988 | 35.954083 | -95.886486 | 1938.999 | 58 | — | 19 | 0 | 4 | 56 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 82 | Satisfactory (6) | Good (7) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | C | 15400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21937 BRKEY
22107 NBI No.
22107 On Under
1 Structure No.
7206 0459 X Control No.
006 Lane Ind.
Milepoint
04590 Facility Carried
U.S. 64 Feature Intersected
ARKANSAS RIVER Division
08 County
143 Location
4.5 MI S OF TURNPIKE Sufficiency
82 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
56 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1988 ADT Total
15400 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
19 Road Width
56 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
52 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
1938.999 Deck Width
58 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
6 Chan. Rating
6 Culv. Rating
N Structure Rating
6 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
7 HS Operating Rating Method
3 HS Operating Rating
68.2 HS Inv. Rating Method
3 HS Inv. Method
47.5 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
24640 Future ADT Year
2042 Bypass Detour
26.718961 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
22107 ODOT County
72 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
19-102ft. PRESTRESSED Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7206 0459 X H Index
97.6921 Latitude
35:57:14.7 Longitude
-95:53:11.35 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 64 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
22107 Vault Link
http://plansrv1/bridgemaintvault/b22107 GIS FO/SD
Meets Standards H Inv. Method
47.4 Latitude DD
35.954083 Longitude DD
-95.886486 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
21937 x
-10674034.7954764 y
4294305.10163564 |
|||||||||||||||||||||||||||||||||||||
| 22106 | 0408 1871 X | 22106 | Beaver | U.S. 83 | BEAVER RIVER | 0408 1871 X | 85ft.,4(4@90ft. CONT)85ft. | 1988 | 36.75653333 | -100.84244167 | 1610.892 | 46.001 | — | 18 | 0 | 2 | 43.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 81.6 | Satisfactory (6) | Fair (5) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 3200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21936 BRKEY
22106 NBI No.
22106 On Under
1 Structure No.
0408 1871 X Control No.
008 Lane Ind.
Milepoint
18710 Facility Carried
U.S. 83 Feature Intersected
BEAVER RIVER Division
06 County
007 Location
7.5 MI.S.JCT. US64 Sufficiency
81.6 Kind Hwy
2 Level Service
1 Route No.
00083 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
06 - Minor Arterial (Rural) Year Built
1988 ADT Total
3200 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
18 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
1610.892 Deck Width
46.001 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
5 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
3 HS Operating Rating
55.1 HS Inv. Rating Method
3 HS Inv. Method
42.5 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
5120 Future ADT Year
2042 Bypass Detour
60.273005 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
22106 ODOT County
04 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
85ft.,4(4@90ft. CONT)85ft. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0408 1871 X H Index
77.6557 Latitude
36:45:23.52 Longitude
-100:50:32.79 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 83 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
22106 Vault Link
http://plansrv1/bridgemaintvault/b22106 GIS FO/SD
Meets Standards H Inv. Method
42.4 Latitude DD
36.75653333 Longitude DD
-100.84244167 ODOT County Number
4 Maint. Dist.
6 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
21936 x
-11225729.2570548 y
4405224.78876682 |
|||||||||||||||||||||||||||||||||||||
| 22105 | 3818 0000 X | 22105 | Kiowa | S.H. 44 | N. FORK RED RIVER/ CO RD | 3818 0000 X | 10-90ft., 7-100ft. P/S CONC. BEAM SPANS | 1988 | 34.863675 | -99.31471667 | 1610.892 | 46.001 | — | 17 | 0 | 2 | 44.003 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 96.8 | Satisfactory (6) | Good (7) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1500 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
21935 BRKEY
22105 NBI No.
22105 On Under
1 Structure No.
3818 0000 X Control No.
018 Lane Ind.
Milepoint
00000 Facility Carried
S.H. 44 Feature Intersected
N. FORK RED RIVER/ CO RD Division
05 County
075 Location
KIOWA-GREER C/L Sufficiency
96.8 Kind Hwy
3 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
6 Vertical Clearance
Y Horizontal Clearance
44.003 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
1988 ADT Total
1500 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
17 Road Width
44.003 Ref. Underclearance Rt.
H Underclearance Right
7.999 Underclearance Left
9.4 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
1610.892 Deck Width
46.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
6 Chan. Rating
7 Culv. Rating
N Structure Rating
6 Deck Geometry
8 Underclearance
5 Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
68 HS Inv. Rating Method
1 HS Inv. Method
35 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2400 Future ADT Year
2042 Bypass Detour
18.019764 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
_ Advanced Warning Sign
N Existing Posting
1402 Max Measured Clearance
1504 Min Measured Clearance
1407 NBI Rating
22105 ODOT County
38 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
10-90ft., 7-100ft. P/S CONC. BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3818 0000 X H Index
99.0645 Latitude
34:51:49.23 Longitude
-99:18:52.98 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 44 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
NBI Text
22105 Vault Link
http://plansrv1/bridgemaintvault/b22105 GIS FO/SD
Meets Standards H Inv. Method
24 Latitude DD
34.863675 Longitude DD
-99.31471667 ODOT County Number
38 Maint. Dist.
5 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
21935 x
-11055663.6879826 y
4145370.51888185 |
|||||||||||||||||||||||||||||||||||||
| 22387 | 1714 1273 X | 22387 | Cotton | S.H. 5 | CREEK | 1714 1273 X | 3-75ft. PRESTRESSED CONC BM SPANS | 1989 | 34.27527778 | -98.28333333 | 226.05 | 42.001 | — | 3 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98.4 | Satisfactory (6) | Good (7) | Very good (8) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1200 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
21931 BRKEY
22387 NBI No.
22387 On Under
1 Structure No.
1714 1273 X Control No.
014 Lane Ind.
Milepoint
12730 Facility Carried
S.H. 5 Feature Intersected
CREEK Division
07 County
033 Location
2.6 MI W JCT SH 65 Sufficiency
98.4 Kind Hwy
3 Level Service
1 Route No.
00005 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1989 ADT Total
1200 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
226.05 Deck Width
42.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
6 Chan. Rating
7 Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
77 HS Inv. Rating Method
1 HS Inv. Method
43 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1920 Future ADT Year
2042 Bypass Detour
18.019764 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
22387 ODOT County
17 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
3-75ft. PRESTRESSED CONC BM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1714 1273 X H Index
99.3983 Latitude
34:16:31 Longitude
-98:16:60 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 5 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
46 NBI Text
22387 Vault Link
http://plansrv1/bridgemaintvault/b22387 GIS FO/SD
Meets Standards H Inv. Method
33 Latitude DD
34.27527778 Longitude DD
-98.28333333 ODOT County Number
17 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
21931 x
-10940850.6197612 y
4065825.27157636 |
|||||||||||||||||||||||||||||||||||||
| 22200 | 1822 0590 X | 22200 | Craig | S.H. 25 | CREEK | 1822 0590 X | 3-10ft.X 6ft.X 47ft. R.C.B | 1989 | 36.80114722 | -95.03940278 | 34.121 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 96.9 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 640 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21923 BRKEY
22200 NBI No.
22200 On Under
1 Structure No.
1822 0590 X Control No.
022 Lane Ind.
Milepoint
05900 Facility Carried
S.H. 25 Feature Intersected
CREEK Division
08 County
035 Location
1.9 MI.E OF BLUEJACKET Sufficiency
96.9 Kind Hwy
3 Level Service
1 Route No.
00025 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
26.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1989 ADT Total
640 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
FG Appr. Roadway Width
26.001 Span Type Main
M Material
1 - Concrete Design
19 Length
34.121 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
8 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
1024 Future ADT Year
2042 Bypass Detour
3.106856 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
22200 ODOT County
18 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 6ft.X 47ft. R.C.B Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1822 0590 X H Index
67 Latitude
36:48:04.13 Longitude
-95:02:21.85 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 25 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
22200 Vault Link
http://plansrv1/bridgemaintvault/b22200 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
36.80114722 Longitude DD
-95.03940278 ODOT County Number
18 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
21923 x
-10579737.9227664 y
4411425.40058285 |
|||||||||||||||||||||||||||||||||||||
| 22385 | 1714 1207 X | 22385 | Cotton | S.H. 5 | EAST CACHE CREEK | 1714 1207 X | 70ft.-75ft.-70ft. PRESTRESSED CONC BM SPANS | 1989 | 34.275 | -98.29472222 | 215.879 | 42.001 | — | 3 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98.4 | 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 | 1200 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
21911 BRKEY
22385 NBI No.
22385 On Under
1 Structure No.
1714 1207 X Control No.
014 Lane Ind.
Milepoint
12070 Facility Carried
S.H. 5 Feature Intersected
EAST CACHE CREEK Division
07 County
033 Location
3.4 MI W JCT SH 65 Sufficiency
98.4 Kind Hwy
3 Level Service
1 Route No.
00005 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1989 ADT Total
1200 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
215.879 Deck Width
42.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
77 HS Inv. Rating Method
1 HS Inv. Method
42 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1920 Future ADT Year
2042 Bypass Detour
18.019764 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
22385 ODOT County
17 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
70ft.-75ft.-70ft. PRESTRESSED CONC BM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1714 1207 X H Index
99.649 Latitude
34:16:30 Longitude
-98:17:41 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 5 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
44 NBI Text
22385 Vault Link
http://plansrv1/bridgemaintvault/b22385 GIS FO/SD
Meets Standards H Inv. Method
33 Latitude DD
34.275 Longitude DD
-98.29472222 ODOT County Number
17 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
21911 x
-10942118.4251967 y
4065787.85087084 |
|||||||||||||||||||||||||||||||||||||
| 22384 | 1120 0825 X | 22384 | Cherokee | S.H. 82 | ELK CREEK | 1120 0825 X | 3-70ft. PRESTRESSED CO | 1989 | 35.72913056 | -94.90470833 | 212.927 | 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) | 84.2 | Good (7) | Satisfactory (6) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 3300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21910 BRKEY
22384 NBI No.
22384 On Under
1 Structure No.
1120 0825 X Control No.
020 Lane Ind.
Milepoint
08250 Facility Carried
S.H. 82 Feature Intersected
ELK CREEK Division
01 County
021 Location
8.3 MI N SEQUOYAH CL Sufficiency
84.2 Kind Hwy
3 Level Service
1 Route No.
00082 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
07 - Major Collector (Rural) Year Built
1989 ADT Total
3300 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
212.927 Deck Width
46.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
6 Super Rating
8 Sub Rating
7 Chan. Rating
6 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
80 HS Inv. Rating Method
1 HS Inv. Method
38 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5280 Future ADT Year
2042 Bypass Detour
62.75849 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
22384 ODOT County
11 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
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
1120 0825 X H Index
96.7271 Latitude
35:43:44.87 Longitude
-94:54:16.95 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 82 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
0 NBI Text
22384 Vault Link
http://plansrv1/bridgemaintvault/b22384 GIS FO/SD
Meets Standards H Inv. Method
30 Latitude DD
35.72913056 Longitude DD
-94.90470833 ODOT County Number
11 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
21910 x
-10564743.8051797 y
4263413.87952876 |
|||||||||||||||||||||||||||||||||||||
| 22383 | 5542 0183 X | 22383 | Oklahoma | UTILITY (NE 13 ST | I-235 UNDER | 5542 0183 X | 2-106ft. POST-TENSIONED CONC. BOX GIRDER SPANS | 1989 | 35.482281 | -97.509692 | 213.461 | 12.598 | — | 2 | 0 | 8 | 135.997 | 6 - Prestressed Concrete Continuous | Box Beam or Girders — Multiple (05) | M | Concrete cast-in-place (1) | ! | -2 | Not applicable (N) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | L | 80700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21909 BRKEY
22383 NBI No.
22383 On Under
2 Structure No.
5542 0183 X Control No.
042 Lane Ind.
Milepoint
01830 Facility Carried
UTILITY (NE 13 ST Feature Intersected
I-235 UNDER Division
04 County
109 Location
1.8 MI N OF I-40 Sufficiency
-2 Kind Hwy
1 Level Service
1 Route No.
00235 Service Type On
0 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
68.497 Bridge System
L Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1989 ADT Total
80700 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
135.997 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
10 Deck Structure Type
1 No. Lanes
8 Fill RCB
Appr. Roadway Width
135.997 Span Type Main
M Material
6 - Prestressed Concrete Continuous Design
05 Length
213.461 Deck Width
12.598 Bridge Open Closed
! TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
N Deck Geometry
N Underclearance
4 Bridge Posting
! Waterway Adequacy
N Approach Alignment
! HS Operating Rating Method
! HS Operating Rating
0 HS Inv. Rating Method
! HS Inv. Method
0 H Operating Rating
! H Inv. Rating Method
! Future ADT
129120 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
1705 Max Measured Clearance
1809 Min Measured Clearance
1804 NBI Rating
22383 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
9 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-106ft. POST-TENSIONED CONC. BOX GIRDER SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5542 0183 X H Index
-1 Latitude
35:28:56.21 Longitude
-97:30:34.89 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
0 Roadway Name
I-235 UNDER 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
22383 Vault Link
http://plansrv1/bridgemaintvault/b22383 GIS FO/SD
Meets Standards H Inv. Method
0 Latitude DD
35.482281 Longitude DD
-97.509692 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
21909 x
-10854729.2608489 y
4229615.89149419 |
|||||||||||||||||||||||||||||||||||||
| 22381 | 6323 1027WX | 22381 | Pottawatomie | U.S. 270 SB | S.H. 9 UNDER | 6323 1027WX | 2-100ft. CONT PLATE GI | 1989 | 35.26105278 | -96.92283333 | 200.131 | 28.871 | — | 2 | 12 | 2 | 25.919 | 4 - Steel Continuous | Girder and Floorbeam System (03) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 79.6 | Good (7) | Satisfactory (6) | 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 | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21907 BRKEY
22381 NBI No.
22381 On Under
1 Structure No.
6323 1027WX Control No.
023 Lane Ind.
W Milepoint
10270 Facility Carried
U.S. 270 SB Feature Intersected
S.H. 9 UNDER Division
03 County
125 Location
8.0 MI S OF SH3 Sufficiency
79.6 Kind Hwy
2 Level Service
1 Route No.
00270 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
25.919 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
1989 ADT Total
5000 ADT Year
2022 Design Load
HS 20 Skew
12 No. Main Spans
2 Road Width
25.919 Ref. Underclearance Rt.
H Underclearance Right
21.982 Underclearance Left
16.076 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
25.919 Span Type Main
M Material
4 - Steel Continuous Design
03 Length
200.131 Deck Width
28.871 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
2 Underclearance
7 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
54.9 HS Inv. Rating Method
1 HS Inv. Method
32.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
NR Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
22381 ODOT County
63 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
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-100ft. CONT PLATE GI Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6323 1027WX H Index
90.2382 Latitude
35:15:39.79 Longitude
-96:55:22.2 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
U.S. 270 SB Scour
N Design Structure
3 - Girder and Floorbeam System FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
22381 Vault Link
http://plansrv1/bridgemaintvault/b22381 GIS FO/SD
FO H Inv. Method
18.3 Latitude DD
35.26105278 Longitude DD
-96.92283333 ODOT County Number
63 Maint. Dist.
3 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
21907 x
-10789400.4525369 y
4199414.00771065 |
|||||||||||||||||||||||||||||||||||||
| 22288 | 1720 0192 X | 22288 | Cotton | S.H. 5 B | COTTONMOUTH CREEK | 1720 0192 X | 75ft. PRESTRESSED CONC BM SPAN | 1989 | 34.20111111 | -98.33083333 | 75.131 | 33.999 | — | 1 | 30 | 2 | 32.001 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99.2 | 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 | 120 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
21904 BRKEY
22288 NBI No.
22288 On Under
1 Structure No.
1720 0192 X Control No.
020 Lane Ind.
Milepoint
01920 Facility Carried
S.H. 5 B Feature Intersected
COTTONMOUTH CREEK Division
07 County
033 Location
1.8 MI N JCT US 70 Sufficiency
99.2 Kind Hwy
3 Level Service
1 Route No.
0005B Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
24.003 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1989 ADT Total
120 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
1 Road Width
32.001 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
75.131 Deck Width
33.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
6 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
62 HS Inv. Rating Method
1 HS Inv. Method
34 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
192 Future ADT Year
2042 Bypass Detour
16.777022 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
22288 ODOT County
17 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
75ft. PRESTRESSED CONC BM SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1720 0192 X H Index
99.3938 Latitude
34:12:04 Longitude
-98:19:51 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 5B Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
59 NBI Text
22288 Vault Link
http://plansrv1/bridgemaintvault/b22288 GIS FO/SD
Meets Standards H Inv. Method
26 Latitude DD
34.20111111 Longitude DD
-98.33083333 ODOT County Number
17 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
21904 x
-10946138.2955738 y
4055838.40793573 |
|||||||||||||||||||||||||||||||||||||
| 22287 | 2212 0048 X | 22287 | Dewey | U.S. 270 | SEILING CREEK | 2212 0048 X | 77ft. P/S CONC. BEAM SPAN | 1989 | 36.155819 | -98.927011 | 77.1 | 66.001 | — | 1 | 0 | 4 | 52.001 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 81.6 | Satisfactory (6) | 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 | 3800 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
21903 BRKEY
22287 NBI No.
22287 On Under
1 Structure No.
2212 0048 X Control No.
012 Lane Ind.
Milepoint
00480 Facility Carried
U.S. 270 Feature Intersected
SEILING CREEK Division
05 County
043 Location
0.3 MI NW JCT U.S. 60 Sufficiency
81.6 Kind Hwy
2 Level Service
1 Route No.
00270 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
52.001 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
1989 ADT Total
3800 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
1 Road Width
52.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
52.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
77.1 Deck Width
66.001 Bridge Open Closed
A TSF Rail
1 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
8 Culv. Rating
N Structure Rating
6 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
76 HS Inv. Rating Method
1 HS Inv. Method
30 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6080 Future ADT Year
2042 Bypass Detour
3.728227 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
22287 ODOT County
22 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
6.001 Rt. Curb SW
6.001 Description
77ft. P/S CONC. BEAM SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2212 0048 X H Index
98.9289 Latitude
36:09:20.95 Longitude
-98:55:37.24 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
22287 Vault Link
http://plansrv1/bridgemaintvault/b22287 GIS FO/SD
Meets Standards H Inv. Method
22 Latitude DD
36.155819 Longitude DD
-98.927011 ODOT County Number
22 Maint. Dist.
5 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
21903 x
-11012504.4902206 y
4322083.0623812 |
|||||||||||||||||||||||||||||||||||||
| 22467 | 3220 0055 X | 22467 | Hughes | S.H. 31A | CREEK | 3220 0055 X | 4-5ft. X 35ft. OTHER MATft.L (PLASTIC) PIPES | 1990 | 34.848175 | -96.09183611 | 24.934 | 22.001 | — | 3 | 0 | 2 | 22.001 | 0 - Other | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 80.6 | 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 | 1200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21890 BRKEY
22467 NBI No.
22467 On Under
1 Structure No.
3220 0055 X Control No.
020 Lane Ind.
Milepoint
00550 Facility Carried
S.H. 31A Feature Intersected
CREEK Division
03 County
063 Location
0.6 MI N JCT SH 31 Sufficiency
80.6 Kind Hwy
3 Level Service
1 Route No.
0031A Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
22.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1990 ADT Total
1200 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
22.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
22.001 Span Type Main
M Material
0 - Other Design
19 Length
24.934 Deck Width
22.001 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
3 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
1920 Future ADT Year
2042 Bypass Detour
3.728227 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
22467 ODOT County
32 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
4-5ft. X 35ft. OTHER MATft.L (PLASTIC) PIPES Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3220 0055 X H Index
100 Latitude
34:50:53.43 Longitude
-96:05:30.61 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 31A Scour
8 Design Structure
19 - Culvert FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
22467 Vault Link
http://plansrv1/bridgemaintvault/b22467 GIS FO/SD
FO H Inv. Method
19.952 Latitude DD
34.848175 Longitude DD
-96.09183611 ODOT County Number
32 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
21890 x
-10696894.2651559 y
4143267.82640463 |
|||||||||||||||||||||||||||||||||||||
| 22380 | 7293 0525WX | 22380 | Tulsa | U.S. 75 SB | FLAT ROCK CREEK | 7293 0525WX | 2-100ft. PRESTRESSED C | 1989 | 36.22486944 | -95.94534444 | 203.084 | 41.001 | — | 2 | 20 | 2 | 37.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.8 | Satisfactory (6) | Good (7) | Very good (8) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | C | 19450 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21888 BRKEY
22380 NBI No.
22380 On Under
1 Structure No.
7293 0525WX Control No.
093 Lane Ind.
W Milepoint
05250 Facility Carried
U.S. 75 SB Feature Intersected
FLAT ROCK CREEK Division
08 County
143 Location
5.2 MI N OF I-244 Sufficiency
97.8 Kind Hwy
2 Level Service
1 Route No.
00075 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
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
1989 ADT Total
19450 ADT Year
2022 Design Load
HS 20 Skew
20 No. Main Spans
2 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
203.084 Deck Width
41.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
7 Super Rating
8 Sub Rating
6 Chan. Rating
8 Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
59.6 HS Inv. Rating Method
3 HS Inv. Method
43 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
31120 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
22380 ODOT County
72 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
2-100ft. PRESTRESSED C Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7293 0525WX H Index
99.443 Latitude
36:13:29.53 Longitude
-95:56:43.24 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
22380 Vault Link
http://plansrv1/bridgemaintvault/b22380 GIS FO/SD
Meets Standards H Inv. Method
42.9 Latitude DD
36.22486944 Longitude DD
-95.94534444 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
21888 x
-10680586.887046 y
4331607.33861524 |
|||||||||||||||||||||||||||||||||||||
| 22378 | 6123 1955 X | 22378 | Pittsburg | S.H. 63 | BRUSHY CREEK | 6123 1955 X | 60ft. - 70ft. - 60ft. PC BEAM | 1989 | 34.84323333 | -95.61463611 | 192.001 | 34.701 | — | 3 | 0 | 2 | 32.001 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98.6 | 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 | 490 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
21886 BRKEY
22378 NBI No.
22378 On Under
1 Structure No.
6123 1955 X Control No.
023 Lane Ind.
Milepoint
19550 Facility Carried
S.H. 63 Feature Intersected
BRUSHY CREEK Division
02 County
121 Location
19.8 E JCT US 69 Sufficiency
98.6 Kind Hwy
3 Level Service
1 Route No.
00063 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
32.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1989 ADT Total
490 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
32.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
32.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
192.001 Deck Width
34.701 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
58.4 HS Inv. Rating Method
1 HS Inv. Method
35 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
784 Future ADT Year
2042 Bypass Detour
31.689931 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
22378 ODOT County
61 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
4 Lft. Curb SW
0 Rt. Curb SW
0 Description
60ft. - 70ft. - 60ft. PC BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6123 1955 X H Index
98.475 Latitude
34:50:35.64 Longitude
-95:36:52.69 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 63 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
089 NBI Text
22378 Vault Link
http://plansrv1/bridgemaintvault/b22378 GIS FO/SD
Meets Standards H Inv. Method
26.5 Latitude DD
34.84323333 Longitude DD
-95.61463611 ODOT County Number
61 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
21886 x
-10643772.6041493 y
4142597.53468585 |
|||||||||||||||||||||||||||||||||||||
| 22377 | 5542 0120 XR | 22377 | Oklahoma | NE 5TH ST. RAMP | I-235 UNDER | 5542 0120 X | 83ft.-100ft. POST-TENSIONED CONC. BOX GIRDER SPANS | 1989 | 35.473547 | -97.507306 | 183.999 | 27.999 | — | 2 | 0 | 1 | 25 | 6 - Prestressed Concrete Continuous | Box Beam or Girders — Multiple (05) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.7 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 16 - Minor Arterial (Urban) | A | 2000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21885 BRKEY
22377 NBI No.
22377 On Under
1 Structure No.
5542 0120 XR Control No.
Lane Ind.
Milepoint
Facility Carried
NE 5TH ST. RAMP Feature Intersected
I-235 UNDER Division
04 County
109 Location
1.2 MI N OF I-40 Sufficiency
97.7 Kind Hwy
5 Level Service
7 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
25 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
1989 ADT Total
2000 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
25 Ref. Underclearance Rt.
H Underclearance Right
10.499 Underclearance Left
10.499 Deck Structure Type
1 No. Lanes
1 Fill RCB
Appr. Roadway Width
25 Span Type Main
M Material
6 - Prestressed Concrete Continuous Design
05 Length
183.999 Deck Width
27.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
6 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
49.1 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
2 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
25 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1801 Max Measured Clearance
2005 Min Measured Clearance
1807 NBI Rating
22377 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
83ft.-100ft. POST-TENSIONED CONC. BOX GIRDER SPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5542 0120 X H Index
92.074 Latitude
35:28:24.77 Longitude
-97:30:26.3 I257A
1 I257B
1 I257C
1 I257D
0 I257E
0 I263
1 Roadway Name
NE 5TH ST. RAMP Scour
N Design Structure
5 - Box Beam or Girders - Multiple FOSD
Meets Standards Service Level
7 - Ramp, Wye, Connector, etc. Historical Significance
5 Local Bridge ID
-1 NBI Text
22377 Vault Link
http://plansrv1/bridgemaintvault/b22377 GIS FO/SD
Meets Standards H Inv. Method
35.7 Latitude DD
35.473547 Longitude DD
-97.507306 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
21885 x
-10854463.6525439 y
4228421.96111357 |
|||||||||||||||||||||||||||||||||||||
| 22374 | 0302 1083EX | 22374 | Atoka | U.S. 69 | FRONTERHOUSE CREEK | 0302 1083EX | (3) 55ft. PC BEAM | 1989 | 34.30053611 | -96.18536111 | 165.026 | 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) | 73.5 | Poor (4) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 8500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21864 BRKEY
22374 NBI No.
22374 On Under
1 Structure No.
0302 1083EX Control No.
002 Lane Ind.
E Milepoint
10830 Facility Carried
U.S. 69 Feature Intersected
FRONTERHOUSE CREEK Division
02 County
005 Location
10.83 N BRYAN C/L Sufficiency
73.5 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
1989 ADT Total
8500 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
63.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
165.026 Deck Width
41.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
6 Culv. Rating
N Structure Rating
4 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
42.4 HS Inv. Rating Method
1 HS Inv. Method
20.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
13600 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
22374 ODOT County
03 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
1.499 Rt. Curb SW
1.499 Description
(3) 55ft. PC BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0302 1083EX H Index
88.411 Latitude
34:18:01.93 Longitude
-96:11:07.3 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
13 NBI Text
22374 Vault Link
http://plansrv1/bridgemaintvault/b22374 GIS FO/SD
Meets Standards H Inv. Method
15.9 Latitude DD
34.30053611 Longitude DD
-96.18536111 ODOT County Number
3 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
21864 x
-10707305.4205323 y
4069228.42564233 |
|||||||||||||||||||||||||||||||||||||
| 22373 | 0302 0634EX | 22373 | Atoka | U.S. 69 | CANEY CREEK | 0302 0634EX | (3) 55ft. PC BEAM | 1989 | 34.24251667 | -96.21848056 | 165 | 41.001 | — | 3 | 0 | 2 | 37.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 92.1 | 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 | 8250 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21863 BRKEY
22373 NBI No.
22373 On Under
1 Structure No.
0302 0634EX Control No.
002 Lane Ind.
E Milepoint
06340 Facility Carried
U.S. 69 Feature Intersected
CANEY CREEK Division
02 County
005 Location
6.34 N BRYAN C/L Sufficiency
92.1 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
1989 ADT Total
8250 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
63.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
165 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
8 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
56.2 HS Inv. Rating Method
1 HS Inv. Method
33.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
13200 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
22373 ODOT County
03 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
1.499 Rt. Curb SW
1.499 Description
(3) 55ft. PC BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0302 0634EX H Index
89.3481 Latitude
34:14:33.06 Longitude
-96:13:06.53 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
03 NBI Text
22373 Vault Link
http://plansrv1/bridgemaintvault/b22373 GIS FO/SD
Meets Standards H Inv. Method
26 Latitude DD
34.24251667 Longitude DD
-96.21848056 ODOT County Number
3 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
21863 x
-10710992.2608417 y
4061412.7611855 |
|||||||||||||||||||||||||||||||||||||
| 22369 | 4002 1961 X | 22369 | Le Flore | U.S. 59 | POTEAU RIVER O'FLOW | 4002 1961 X | (3) 50ft. PC BEAM | 1989 | 34.85269444 | -94.63082222 | 152.001 | 46.201 | — | 3 | 0 | 2 | 43.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 82.6 | 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 | 4300 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
21859 BRKEY
22369 NBI No.
22369 On Under
1 Structure No.
4002 1961 X Control No.
002 Lane Ind.
Milepoint
19610 Facility Carried
U.S. 59 Feature Intersected
POTEAU RIVER O'FLOW Division
02 County
079 Location
11.19 NW JCT US-259 Sufficiency
82.6 Kind Hwy
2 Level Service
1 Route No.
00059 Service Type On
1 Service Type Off
9 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
1989 ADT Total
4300 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
43.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
152.001 Deck Width
46.201 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
61 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6880 Future ADT Year
2042 Bypass Detour
71.9 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
22369 ODOT County
40 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
(3) 50ft. PC BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4002 1961 X H Index
99.1226 Latitude
34:51:09.7 Longitude
-94:37:50.96 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 59 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
023 NBI Text
22369 Vault Link
http://plansrv1/bridgemaintvault/b22369 GIS FO/SD
Meets Standards H Inv. Method
28 Latitude DD
34.85269444 Longitude DD
-94.63082222 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
21859 x
-10534254.9428792 y
4143880.88177971 |
|||||||||||||||||||||||||||||||||||||
| 22368 | 3216 0816 X | 22368 | Hughes | S.H. 1 | BIG CREEK | 3216 0816 X | 3-50ft. PC BM | 1989 | 34.955025 | -96.307681 | 150.919 | 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) | 96.3 | 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) | B | 2300 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
21840 BRKEY
22368 NBI No.
22368 On Under
1 Structure No.
3216 0816 X Control No.
016 Lane Ind.
Milepoint
08160 Facility Carried
S.H. 1 Feature Intersected
BIG CREEK Division
03 County
063 Location
8.2 MI NE PONTOTOC CL Sufficiency
96.3 Kind Hwy
3 Level Service
1 Route No.
00001 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
39.698 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1989 ADT Total
2300 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
150.919 Deck Width
41.995 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
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
7 HS Operating Rating Method
1 HS Operating Rating
63 HS Inv. Rating Method
1 HS Inv. Method
38 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3680 Future ADT Year
2042 Bypass Detour
21.12662 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
22368 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
3-50ft. PC BM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3216 0816 X H Index
97.4901 Latitude
34:57:18.09 Longitude
-96:18:27.65 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 1 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
22368 Vault Link
http://plansrv1/bridgemaintvault/b22368 GIS FO/SD
Meets Standards H Inv. Method
30 Latitude DD
34.955025 Longitude DD
-96.307681 ODOT County Number
32 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
21840 x
-10720922.008401 y
4157770.89963725 |
|||||||||||||||||||||||||||||||||||||
| 22367 | 7421 0780WX | 22367 | Washington | U.S. 75 SB | SK & O R.R. UNDER | 7421 0780WX | 3-50ft. PRESTRESSED CO | 1989 | 36.53710556 | -95.92918611 | 151.001 | 41.001 | — | 3 | 30 | 2 | 37.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.9 | Satisfactory (6) | Good (7) | Very good (8) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 6950 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21839 BRKEY
22367 NBI No.
22367 On Under
1 Structure No.
7421 0780WX Control No.
021 Lane Ind.
W Milepoint
07800 Facility Carried
U.S. 75 SB Feature Intersected
SK & O R.R. UNDER Division
08 County
147 Location
7.9 MI N TULSA C/L Sufficiency
97.9 Kind Hwy
2 Level Service
1 Route No.
00075 Service Type On
1 Service Type Off
2 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
1989 ADT Total
6950 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
R Underclearance Right
15.069 Underclearance Left
14.019 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
151.001 Deck Width
41.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
7 Super Rating
8 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
68.2 HS Inv. Rating Method
3 HS Inv. Method
43.9 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
11120 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
22367 ODOT County
74 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-50ft. PRESTRESSED CO Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7421 0780WX H Index
93.2899 Latitude
36:32:13.58 Longitude
-95:55:45.07 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 75 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
22367 Vault Link
http://plansrv1/bridgemaintvault/b22367 GIS FO/SD
Meets Standards H Inv. Method
43.8 Latitude DD
36.53710556 Longitude DD
-95.92918611 ODOT County Number
74 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
21839 x
-10678788.1499784 y
4374780.18483397 |
|||||||||||||||||||||||||||||||||||||
| 22366 | 7421 0780EX | 22366 | Washington | U.S. 75 NB | SK & O R.R. UNDER | 7421 0780EX | 3-50ft. PREST BEAM SPA | 1989 | 36.53689722 | -95.92873333 | 151.001 | 41.001 | — | 3 | 30 | 2 | 37.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 96.9 | 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 | 6900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21838 BRKEY
22366 NBI No.
22366 On Under
1 Structure No.
7421 0780EX Control No.
021 Lane Ind.
E Milepoint
07800 Facility Carried
U.S. 75 NB Feature Intersected
SK & O R.R. UNDER Division
08 County
147 Location
7.9 MI N TULSA C/L Sufficiency
96.9 Kind Hwy
2 Level Service
1 Route No.
00075 Service Type On
1 Service Type Off
2 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
1989 ADT Total
6900 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
R Underclearance Right
13.071 Underclearance Left
14.619 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
151.001 Deck Width
41.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
71.4 HS Inv. Rating Method
3 HS Inv. Method
43 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
11040 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
22366 ODOT County
74 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-50ft. PREST BEAM SPA Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7421 0780EX H Index
96.8928 Latitude
36:32:12.83 Longitude
-95:55:43.44 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 75 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
22366 Vault Link
http://plansrv1/bridgemaintvault/b22366 GIS FO/SD
Meets Standards H Inv. Method
42.9 Latitude DD
36.53689722 Longitude DD
-95.92873333 ODOT County Number
74 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
21838 x
-10678737.7467393 y
4374751.31975021 |
|||||||||||||||||||||||||||||||||||||
| 22361 | 7421 0761WX | 22361 | Washington | U.S. 75 SB | S. FORK DOUBLE CREEK | 7421 0761WX | 45ft.-50ft.-50 PREST CON | 1989 | 36.53422222 | -95.92905 | 145.013 | 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) | 97.9 | 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 | 6950 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21815 BRKEY
22361 NBI No.
22361 On Under
1 Structure No.
7421 0761WX Control No.
021 Lane Ind.
W Milepoint
07610 Facility Carried
U.S. 75 SB Feature Intersected
S. FORK DOUBLE CREEK Division
08 County
147 Location
7.7 MI N TULSA C/L Sufficiency
97.9 Kind Hwy
2 Level Service
1 Route No.
00075 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
1989 ADT Total
6950 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
145.013 Deck Width
41.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
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
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60.4 HS Inv. Rating Method
1 HS Inv. Method
36.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
11120 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
22361 ODOT County
74 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
45ft.-50ft.-50 PREST CON Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7421 0761WX H Index
98.4814 Latitude
36:32:03.2 Longitude
-95:55:44.58 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
22361 Vault Link
http://plansrv1/bridgemaintvault/b22361 GIS FO/SD
Meets Standards H Inv. Method
28.3 Latitude DD
36.53422222 Longitude DD
-95.92905 ODOT County Number
74 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
21815 x
-10678772.9982825 y
4374380.71084382 |
|||||||||||||||||||||||||||||||||||||
| 22354 | 3216 0854 X | 22354 | Hughes | S.H. 1 | DARK HOLLOW CREEK | 3216 0854 X | 40ft.-50ft.-40ft. PC BM | 1989 | 34.95663889 | -96.30134167 | 130.906 | 41.995 | — | 3 | 15 | 2 | 40.026 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 96.3 | Satisfactory (6) | Good (7) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 2300 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
21790 BRKEY
22354 NBI No.
22354 On Under
1 Structure No.
3216 0854 X Control No.
016 Lane Ind.
Milepoint
08540 Facility Carried
S.H. 1 Feature Intersected
DARK HOLLOW CREEK Division
03 County
063 Location
8.6 MI NE PONTOTOC CL Sufficiency
96.3 Kind Hwy
3 Level Service
1 Route No.
00001 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
39.698 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1989 ADT Total
2300 ADT Year
2022 Design Load
HS 20 Skew
15 No. Main Spans
3 Road Width
40.026 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
130.906 Deck Width
41.995 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
6 Chan. Rating
7 Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
63 HS Inv. Rating Method
1 HS Inv. Method
38 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3680 Future ADT Year
2042 Bypass Detour
21.12662 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
22354 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
40ft.-50ft.-40ft. PC BM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3216 0854 X H Index
89.6031 Latitude
34:57:23.9 Longitude
-96:18:04.83 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 1 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
22354 Vault Link
http://plansrv1/bridgemaintvault/b22354 GIS FO/SD
Meets Standards H Inv. Method
30 Latitude DD
34.95663889 Longitude DD
-96.30134167 ODOT County Number
32 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
21790 x
-10720216.3174135 y
4157990.1025867 |
|||||||||||||||||||||||||||||||||||||
| 22353 | 0302 0623EX | 22353 | Atoka | U.S. 69 | CANEY CREEK O'FLOW | 0302 0623EX | (3) 45ft. PC BEAM | 1989 | 34.24089444 | -96.219175 | 135 | 41.001 | — | 3 | 0 | 2 | 37.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 92.9 | 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 | 02 - Principal Arterial Other (Rural) | C | 8250 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21789 BRKEY
22353 NBI No.
22353 On Under
1 Structure No.
0302 0623EX Control No.
002 Lane Ind.
E Milepoint
06230 Facility Carried
U.S. 69 Feature Intersected
CANEY CREEK O'FLOW Division
02 County
005 Location
6.23 N BRYAN C/L Sufficiency
92.9 Kind Hwy
2 Level Service
1 Route No.
00069 Service Type On
1 Service Type Off
9 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
1989 ADT Total
8250 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
63.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
135 Deck Width
41.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
61.6 HS Inv. Rating Method
1 HS Inv. Method
36.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
13200 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
22353 ODOT County
03 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
1.499 Rt. Curb SW
1.499 Description
(3) 45ft. PC BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0302 0623EX H Index
96.9994 Latitude
34:14:27.22 Longitude
-96:13:09.03 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
01 NBI Text
22353 Vault Link
http://plansrv1/bridgemaintvault/b22353 GIS FO/SD
Meets Standards H Inv. Method
29.1 Latitude DD
34.24089444 Longitude DD
-96.219175 ODOT County Number
3 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
21789 x
-10711069.5655489 y
4061194.31180168 |
|||||||||||||||||||||||||||||||||||||
| 22352 | 1414 0320 X | 22352 | Cleveland | S.H. 37 | CREEK | 1414 0320 X | 3-45ft. DOUBLE TEE BM | 1989 | 35.33405556 | -97.53408333 | 132.874 | 60.039 | — | 3 | 21 | 4 | 57.087 | 5 - Prestressed Concrete | Tee Beam (04) | M | Concrete precast panels (2) | Open, no restriction (A) | 95.7 | Good (7) | Satisfactory (6) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 16 - Minor Arterial (Urban) | B | 14000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21788 BRKEY
22352 NBI No.
22352 On Under
1 Structure No.
1414 0320 X Control No.
014 Lane Ind.
Milepoint
03200 Facility Carried
S.H. 37 Feature Intersected
CREEK Division
03 County
027 Location
3.2 MI E OF I-44 Sufficiency
95.7 Kind Hwy
3 Level Service
1 Route No.
00037 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
52.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
16 - Minor Arterial (Urban) Year Built
1989 ADT Total
14000 ADT Year
2022 Design Load
HS 20 Skew
21 No. Main Spans
3 Road Width
57.087 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
2 No. Lanes
4 Fill RCB
0 Appr. Roadway Width
52.001 Span Type Main
M Material
5 - Prestressed Concrete Design
04 Length
132.874 Deck Width
60.039 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
7 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
66 HS Inv. Rating Method
1 HS Inv. Method
39 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
22400 Future ADT Year
2042 Bypass Detour
3.106856 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
22352 ODOT County
14 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
1 DK Protect.
1 DK Surf. Type
5 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-45ft. DOUBLE TEE BM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1414 0320 X H Index
99.0418 Latitude
35:20:02.6 Longitude
-97:32:02.7 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 37 Scour
8 Design Structure
4 - Tee Beam FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
22352 Vault Link
http://plansrv1/bridgemaintvault/b22352 GIS FO/SD
Meets Standards H Inv. Method
30 Latitude DD
35.33405556 Longitude DD
-97.53408333 ODOT County Number
14 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
21788 x
-10857444.4912843 y
4209371.13734898 |
|||||||||||||||||||||||||||||||||||||
| 22162 | 3806 0206 X | 22162 | Kiowa | U.S. 183 | CREEK | 3806 0206 X | 6-8ft. X 5ft. X 72ft. RDY. R.C.B. | 1989 | 34.66388889 | -98.95177222 | 53.999 | 74.003 | — | 6 | 0 | 4 | 72.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 91.5 | 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 | 3600 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
21778 BRKEY
22162 NBI No.
22162 On Under
1 Structure No.
3806 0206 X Control No.
006 Lane Ind.
Milepoint
02060 Facility Carried
U.S. 183 Feature Intersected
CREEK Division
05 County
075 Location
0.8 MI N U.S. 62 BUS. Sufficiency
91.5 Kind Hwy
2 Level Service
1 Route No.
00183 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
52.001 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
1989 ADT Total
3600 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
6 Road Width
72.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
AG Appr. Roadway Width
52.001 Span Type Main
M Material
1 - Concrete Design
19 Length
53.999 Deck Width
74.003 Bridge Open Closed
A TSF Rail
0 TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
92.043 HS Inv. Rating Method
1 HS Inv. Method
70.989 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5760 Future ADT Year
2042 Bypass Detour
31.068559 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
35 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
22162 ODOT County
38 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
10 Rt. Curb SW
10 Description
6-8ft. X 5ft. X 72ft. RDY. R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3806 0206 X H Index
98.3626 Latitude
34:39:50 Longitude
-98:57:06.38 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 183 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
NBI Text
22162 Vault Link
http://plansrv1/bridgemaintvault/b22162 GIS FO/SD
Meets Standards H Inv. Method
39.904 Latitude DD
34.66388889 Longitude DD
-98.95177222 ODOT County Number
38 Maint. Dist.
5 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
21778 x
-11015260.8966224 y
4118298.27949174 |
|||||||||||||||||||||||||||||||||||||
| 22161 | 1414 0190 X | 22161 | Cleveland | S.H. 37 | CREEK | 1414 0190 X | 2-10ft.X 7ft.X 90ft. RDY R.C.BOX | 1989 | 35.33406389 | -97.558525 | 20.997 | 89.895 | — | 2 | 0 | 4 | 52.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 78.9 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 16 - Minor Arterial (Urban) | B | 14000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21777 BRKEY
22161 NBI No.
22161 On Under
1 Structure No.
1414 0190 X Control No.
014 Lane Ind.
Milepoint
01900 Facility Carried
S.H. 37 Feature Intersected
CREEK Division
03 County
027 Location
1.9 MI E OF I-44 Sufficiency
78.9 Kind Hwy
3 Level Service
1 Route No.
00037 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
52.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
16 - Minor Arterial (Urban) Year Built
1989 ADT Total
14000 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
52.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
4 Appr. Roadway Width
52.001 Span Type Main
M Material
1 - Concrete Design
19 Length
20.997 Deck Width
89.895 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
4 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
22400 Future ADT Year
2042 Bypass Detour
3.106856 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
22161 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.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 7ft.X 90ft. RDY R.C.BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1414 0190 X H Index
67 Latitude
35:20:02.63 Longitude
-97:33:30.69 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 37 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
22161 Vault Link
http://plansrv1/bridgemaintvault/b22161 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
35.33406389 Longitude DD
-97.558525 ODOT County Number
14 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
21777 x
-10860165.3255428 y
4209372.27402249 |
|||||||||||||||||||||||||||||||||||||
| 22160 | 1414 0025 X | 22160 | Cleveland | S.H. 37 | CREEK | 1414 0025 X | 2-10ft.X 6ft.X 90ft. RDY R.C.BOX SK 60 DEG. | 1989 | 35.33388056 | -97.58867778 | 23.95 | 91.864 | — | 2 | 30 | 4 | 51.837 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 80.4 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 16 - Minor Arterial (Urban) | B | 8900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21776 BRKEY
22160 NBI No.
22160 On Under
1 Structure No.
1414 0025 X Control No.
014 Lane Ind.
Milepoint
00250 Facility Carried
S.H. 37 Feature Intersected
CREEK Division
03 County
027 Location
0.25 MI E OF I-44 Sufficiency
80.4 Kind Hwy
3 Level Service
1 Route No.
00037 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
51.837 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
1989 ADT Total
8900 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
2 Road Width
51.837 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
4 Appr. Roadway Width
54.199 Span Type Main
M Material
1 - Concrete Design
19 Length
23.95 Deck Width
91.864 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
5 Culv. Rating
6 Structure Rating
6 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
14240 Future ADT Year
2042 Bypass Detour
3.106856 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
22160 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.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 6ft.X 90ft. RDY R.C.BOX SK 60 DEG. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1414 0025 X H Index
98.68 Latitude
35:20:01.97 Longitude
-97:35:19.24 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 37 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
22160 Vault Link
http://plansrv1/bridgemaintvault/b22160 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
35.33388056 Longitude DD
-97.58867778 ODOT County Number
14 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
21776 x
-10863521.9176584 y
4209347.25768043 |
|||||||||||||||||||||||||||||||||||||
| 22159 | 1414 0020 X | 22159 | Cleveland | S.H. 37 | CREEK | 1414 0020 X | 2-10ft.X 8ft.X 103.5ft. RD | 1989 | 35.33386667 | -97.58970556 | 23.95 | 105.643 | — | 2 | 30 | 4 | 52.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 80.4 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 16 - Minor Arterial (Urban) | B | 8900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21775 BRKEY
22159 NBI No.
22159 On Under
1 Structure No.
1414 0020 X Control No.
014 Lane Ind.
Milepoint
00200 Facility Carried
S.H. 37 Feature Intersected
CREEK Division
03 County
027 Location
0.2 MI E OF I-44 Sufficiency
80.4 Kind Hwy
3 Level Service
1 Route No.
00037 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
52.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
16 - Minor Arterial (Urban) Year Built
1989 ADT Total
8900 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
2 Road Width
52.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
4 Appr. Roadway Width
52.001 Span Type Main
M Material
1 - Concrete Design
19 Length
23.95 Deck Width
105.643 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
4 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
14240 Future ADT Year
2042 Bypass Detour
3.106856 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
22159 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.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 8ft.X 103.5ft. RD Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1414 0020 X H Index
100 Latitude
35:20:01.92 Longitude
-97:35:22.94 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 37 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
22159 Vault Link
http://plansrv1/bridgemaintvault/b22159 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
35.33386667 Longitude DD
-97.58970556 ODOT County Number
14 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
21775 x
-10863636.3296047 y
4209345.36231925 |
|||||||||||||||||||||||||||||||||||||
| 22346 | 7421 0908WX | 22346 | Washington | U.S. 75 SB | N. FORK DOUBLE CREEK | 7421 0908WX | 35ft.-50ft.-35ft. PREST CO | 1989 | 36.5557 | -95.92952222 | 120.079 | 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) | 97.9 | 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 | 6950 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21764 BRKEY
22346 NBI No.
22346 On Under
1 Structure No.
7421 0908WX Control No.
021 Lane Ind.
W Milepoint
09080 Facility Carried
U.S. 75 SB Feature Intersected
N. FORK DOUBLE CREEK Division
08 County
147 Location
9.2 MI N TULSA C/L Sufficiency
97.9 Kind Hwy
2 Level Service
1 Route No.
00075 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
1989 ADT Total
6950 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
120.079 Deck Width
41.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
61.6 HS Inv. Rating Method
1 HS Inv. Method
36.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
11120 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
22346 ODOT County
74 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
35ft.-50ft.-35ft. PREST CO Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7421 0908WX H Index
96.1359 Latitude
36:33:20 Longitude
-95:55:46 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
22346 Vault Link
http://plansrv1/bridgemaintvault/b22346 GIS FO/SD
Meets Standards H Inv. Method
28.4 Latitude DD
36.5557 Longitude DD
-95.92952222 ODOT County Number
74 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
21764 x
-10678825.5655724 y
4377356.72003745 |
|||||||||||||||||||||||||||||||||||||
| 22345 | 7421 0908EX | 22345 | Washington | U.S. 75 NB | N. FORK DOUBLE CREEK | 7421 0908EX | 35ft.-50ft.-35ft. PREST CO | 1989 | 36.5557 | -95.929075 | 120.079 | 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) | 97.9 | 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 | 6900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21763 BRKEY
22345 NBI No.
22345 On Under
1 Structure No.
7421 0908EX Control No.
021 Lane Ind.
E Milepoint
09080 Facility Carried
U.S. 75 NB Feature Intersected
N. FORK DOUBLE CREEK Division
08 County
147 Location
9.2 MI N TULSA C/L Sufficiency
97.9 Kind Hwy
2 Level Service
1 Route No.
00075 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
1989 ADT Total
6900 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
120.079 Deck Width
41.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
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
61.6 HS Inv. Rating Method
1 HS Inv. Method
36.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
11040 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
22345 ODOT County
74 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
35ft.-50ft.-35ft. PREST CO Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7421 0908EX H Index
94.6913 Latitude
36:33:20 Longitude
-95:55:45 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
22345 Vault Link
http://plansrv1/bridgemaintvault/b22345 GIS FO/SD
Meets Standards H Inv. Method
28.4 Latitude DD
36.5557 Longitude DD
-95.929075 ODOT County Number
74 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
21763 x
-10678775.7812697 y
4377356.72003745 |
|||||||||||||||||||||||||||||||||||||
| 22426 | 5542 0210WX | 22426 | Oklahoma | I-235 SB | NE16TH PL/23RDST/RR/RAMP | 5542 0210 X | (165ft.-156.78ft.-129.7ft. STEEL CONT. MULTIPLE BOX BEAM MAIN SPANS) | 1989 | 35.485375 | -97.51103056 | 4273 | 61 | — | 3 | 0 | 3 | 56 | 4 - Steel Continuous | Box Beam or Girders — Multiple (05) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 93.6 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 46600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21747 BRKEY
22426 NBI No.
22426 On Under
1 Structure No.
5542 0210WX Control No.
042 Lane Ind.
W Milepoint
02100 Facility Carried
I-235 SB Feature Intersected
NE16TH PL/23RDST/RR/RAMP Division
04 County
109 Location
2.1 MI N OF I-40 Sufficiency
93.6 Kind Hwy
1 Level Service
1 Route No.
00235 Service Type On
1 Service Type Off
4 Vertical Clearance
Y Horizontal Clearance
56 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
1989 ADT Total
46600 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
56 Ref. Underclearance Rt.
H Underclearance Right
2 Underclearance Left
2 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
56 Span Type Main
M Material
4 - Steel Continuous Design
05 Length
4273 Deck Width
61 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
6 Super Rating
6 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.1 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
74560 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
60 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1801 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
22426 ODOT County
55 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
(165ft.-156.78ft.-129.7ft. STEEL CONT. MULTIPLE BOX BEAM MAIN SPANS) Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5542 0210 X H Index
98.4131 Latitude
35:29:07.35 Longitude
-97:30:39.71 I257A
1 I257B
0 I257C
0 I257D
0 I257E
0 I263
2 Roadway Name
I-235 SB Scour
N Design Structure
5 - Box Beam or Girders - Multiple FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
22426 Vault Link
http://plansrv1/bridgemaintvault/b22426 GIS FO/SD
FO H Inv. Method
35.7 Latitude DD
35.485375 Longitude DD
-97.51103056 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
21747 x
-10854878.2686665 y
4230038.86978391 |
|||||||||||||||||||||||||||||||||||||
| 22425 | 5118 0334WX | 22425 | Muskogee | U.S. 69 SB | ARKANSAS RIV./ SRVC. RD. | 5118 0334WX | 27-100ft. PRESTRESSED | 1989 | 35.803969 | -95.402119 | 2700 | 40 | — | 27 | 0 | 2 | 38 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 87.9 | 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 | 8550 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21746 BRKEY
22425 NBI No.
22425 On Under
1 Structure No.
5118 0334WX Control No.
018 Lane Ind.
W Milepoint
03340 Facility Carried
U.S. 69 SB Feature Intersected
ARKANSAS RIV./ SRVC. RD. Division
01 County
101 Location
3.5 MI N JCT US 62 W Sufficiency
87.9 Kind Hwy
2 Level Service
1 Route No.
00069 Service Type On
1 Service Type Off
6 Vertical Clearance
_ 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
1989 ADT Total
8550 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
27 Road Width
38 Ref. Underclearance Rt.
H Underclearance Right
12 Underclearance Left
10 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
2700 Deck Width
40 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 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
7 Underclearance
8 Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
97 HS Inv. Rating Method
1 HS Inv. Method
40 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
13680 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
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
22425 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.
1 DK Surf. Type
1 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 0334WX H Index
96.794 Latitude
35:48:14.29 Longitude
-95:24:07.63 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 69 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
22425 Vault Link
http://plansrv1/bridgemaintvault/b22425 GIS FO/SD
Meets Standards H Inv. Method
27 Latitude DD
35.803969 Longitude DD
-95.402119 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
21746 x
-10620115.3076793 y
4273681.22604769 |
|||||||||||||||||||||||||||||||||||||
| 22424 | 5702 0000 X | 22424 | Osage | U.S. 60 | ARK RIVER & CO RD UNDER | 5702 0000 X | 127ft.,16-126ft.,127ft. PR | 1989 | 36.68036111 | -97.06757778 | 2271 | 80 | — | 18 | 0 | 4 | 78 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 79.3 | 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 | 6800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21745 BRKEY
22424 NBI No.
22424 On Under
1 Structure No.
5702 0000 X Control No.
002 Lane Ind.
Milepoint
00000 Facility Carried
U.S. 60 Feature Intersected
ARK RIVER & CO RD UNDER Division
08 County
113 Location
OSAGE KAY CO. LINE Sufficiency
79.3 Kind Hwy
2 Level Service
1 Route No.
00060 Service Type On
1 Service Type Off
6 Vertical Clearance
Y 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
1989 ADT Total
6800 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
18 Road Width
78 Ref. Underclearance Rt.
H Underclearance Right
17.999 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
4 Fill RCB
0 Appr. Roadway Width
81 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
2271 Deck Width
80 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
6 Chan. Rating
7 Culv. Rating
N Structure Rating
6 Deck Geometry
9 Underclearance
6 Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
127.1 HS Inv. Rating Method
1 HS Inv. Method
55.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
10880 Future ADT Year
2042 Bypass Detour
60.273005 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
50 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1500 Max Measured Clearance
1507 Min Measured Clearance
1504 NBI Rating
22424 ODOT County
57 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
127ft.,16-126ft.,127ft. PR Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5702 0000 X H Index
84.4841 Latitude
36:40:49.3 Longitude
-97:04:03.28 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 60 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
22424 Vault Link
http://plansrv1/bridgemaintvault/b22424 GIS FO/SD
Meets Standards H Inv. Method
33.6 Latitude DD
36.68036111 Longitude DD
-97.06757778 ODOT County Number
57 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
21745 x
-10805513.3310061 y
4394646.40565674 |
|||||||||||||||||||||||||||||||||||||
| 22344 | 0302 0749EX | 22344 | Atoka | U.S. 69 | CLEAR BOGGY CREEK O'FLOW | 0302 0749EX | (3) 42ft. PC BEAM | 1989 | 34.25781111 | -96.21193889 | 125.984 | 41.001 | — | 3 | 0 | 2 | 37.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 92.9 | Good (7) | 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 | 8250 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21744 BRKEY
22344 NBI No.
22344 On Under
1 Structure No.
0302 0749EX Control No.
002 Lane Ind.
E Milepoint
07490 Facility Carried
U.S. 69 Feature Intersected
CLEAR BOGGY CREEK O'FLOW Division
02 County
005 Location
7.49 N BRYAN C/L Sufficiency
92.9 Kind Hwy
2 Level Service
1 Route No.
00069 Service Type On
1 Service Type Off
9 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
1989 ADT Total
8250 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
63.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
125.984 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
8 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
65.7 HS Inv. Rating Method
1 HS Inv. Method
39.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
13200 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
22344 ODOT County
03 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
1.499 Rt. Curb SW
1.499 Description
(3) 42ft. PC BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0302 0749EX H Index
87.9621 Latitude
34:15:28.12 Longitude
-96:12:42.98 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
09 NBI Text
22344 Vault Link
http://plansrv1/bridgemaintvault/b22344 GIS FO/SD
Meets Standards H Inv. Method
31.1 Latitude DD
34.25781111 Longitude DD
-96.21193889 ODOT County Number
3 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
21744 x
-10710264.0454683 y
4063472.5164634 |
|||||||||||||||||||||||||||||||||||||
| 22343 | 5542 0107 X | 22343 | Oklahoma | I-235 | NE 4TH ST. UNDER | 5542 0107 X | 120ft. PLATE GIRDER SPAN SK 50 DEG14ft. | 1989 | 35.471647 | -97.505475 | 120 | 120 | — | 1 | 40 | 6 | 113.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 82.1 | Satisfactory (6) | Satisfactory (6) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 80700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21743 BRKEY
22343 NBI No.
22343 On Under
1 Structure No.
5542 0107 X Control No.
042 Lane Ind.
Milepoint
01070 Facility Carried
I-235 Feature Intersected
NE 4TH ST. UNDER Division
04 County
109 Location
1.0 MI N OF I-40 Sufficiency
82.1 Kind Hwy
1 Level Service
1 Route No.
00235 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
57.001 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
1989 ADT Total
80700 ADT Year
2022 Design Load
HS 20 Skew
40 No. Main Spans
1 Road Width
113.999 Ref. Underclearance Rt.
H Underclearance Right
15.499 Underclearance Left
0 Deck Structure Type
1 No. Lanes
6 Fill RCB
Appr. Roadway Width
113.999 Span Type Main
M Material
3 - Steel Design
02 Length
120 Deck Width
120 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
7 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
9 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
52 HS Inv. Rating Method
1 HS Inv. Method
31 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
129120 Future ADT Year
2042 Bypass Detour
3 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
60 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1609 Max Measured Clearance
1704 Min Measured Clearance
1700 NBI Rating
22343 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
120ft. PLATE GIRDER SPAN SK 50 DEG14ft. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5542 0107 X H Index
93.9132 Latitude
35:28:17.93 Longitude
-97:30:19.71 I257A
1 I257B
1 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
I-235 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
22343 Vault Link
http://plansrv1/bridgemaintvault/b22343 GIS FO/SD
Meets Standards H Inv. Method
18 Latitude DD
35.471647 Longitude DD
-97.505475 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
21743 x
-10854259.8265563 y
4228162.24990401 |
|||||||||||||||||||||||||||||||||||||
| 21126 | 5112 1211 X | 21126 | Muskogee | U.S. 64 | DIRTY CREEK | 5112 1211 X | 5-90ft. PRESTRESSED CO | 1985 | 35.55498333 | -95.30885556 | 452.1 | 82.201 | — | 5 | 0 | 5 | 80 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 86 | Good (7) | Satisfactory (6) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 5400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21720 BRKEY
21126 NBI No.
21126 On Under
1 Structure No.
5112 1211 X Control No.
012 Lane Ind.
Milepoint
12110 Facility Carried
U.S. 64 Feature Intersected
DIRTY CREEK Division
01 County
101 Location
15.2 MI S JCT US 62B Sufficiency
86 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
80 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1985 ADT Total
5400 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
5 Road Width
80 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
5 Fill RCB
Appr. Roadway Width
80 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
452.1 Deck Width
82.201 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
7 Sub Rating
7 Chan. Rating
6 Culv. Rating
N Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
96 HS Inv. Rating Method
1 HS Inv. Method
44 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8640 Future ADT Year
2042 Bypass Detour
34.175415 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
21126 ODOT County
51 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
0 Lft. Curb SW
0 Rt. Curb SW
0 Description
5-90ft. PRESTRESSED CO Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5112 1211 X H Index
98.2011 Latitude
35:33:17.94 Longitude
-95:18:31.88 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 64 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
21126 Vault Link
http://plansrv1/bridgemaintvault/b21126 GIS FO/SD
Meets Standards H Inv. Method
31 Latitude DD
35.55498333 Longitude DD
-95.30885556 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
21720 x
-10609733.2690289 y
4239559.2784081 |
|||||||||||||||||||||||||||||||||||||
| 21124 | 7704 1724 X | 21124 | Woodward | U.S. 183 | WOLF CREEK | 7704 1724 X | 5-85ft. PRESTRESSED CO | 1985 | 36.566022 | -99.551467 | 426.837 | 45.9 | — | 5 | 0 | 2 | 44 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 84.8 | Good (7) | Satisfactory (6) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 4700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21718 BRKEY
21124 NBI No.
21124 On Under
1 Structure No.
7704 1724 X Control No.
004 Lane Ind.
Milepoint
17240 Facility Carried
U.S. 183 Feature Intersected
WOLF CREEK Division
06 County
153 Location
3.2 MI SE HARPER CO Sufficiency
84.8 Kind Hwy
2 Level Service
1 Route No.
00183 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
1985 ADT Total
4700 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
5 Road Width
44 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
44 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
426.837 Deck Width
45.9 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
6 Super Rating
7 Sub Rating
7 Chan. Rating
6 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
73.4 HS Inv. Rating Method
1 HS Inv. Method
43.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
7520 Future ADT Year
2042 Bypass Detour
42.874612 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
21124 ODOT County
77 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
7704 1724 X H Index
89.3403 Latitude
36:33:57.68 Longitude
-99:33:05.28 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 183 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
21124 Vault Link
http://plansrv1/bridgemaintvault/b21124 GIS FO/SD
Meets Standards H Inv. Method
30 Latitude DD
36.566022 Longitude DD
-99.551467 ODOT County Number
77 Maint. Dist.
6 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
21718 x
-11082018.6141634 y
4378787.25369854 |
|||||||||||||||||||||||||||||||||||||
| 21122 | 5112 1234 X | 21122 | Muskogee | U.S. 64 | DIRTY CREEK O'FLOW | 5112 1234 X | 7-50ft. DOUBLE TEE SPA | 1985 | 35.55072222 | -95.309175 | 351.05 | 85 | — | 7 | 0 | 5 | 82.001 | 5 - Prestressed Concrete | Tee Beam (04) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 82.7 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 5400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21716 BRKEY
21122 NBI No.
21122 On Under
1 Structure No.
5112 1234 X Control No.
012 Lane Ind.
Milepoint
12340 Facility Carried
U.S. 64 Feature Intersected
DIRTY CREEK O'FLOW Division
01 County
101 Location
15.5 MI S JCT US 62B Sufficiency
82.7 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
9 Vertical Clearance
N Horizontal Clearance
82.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1985 ADT Total
5400 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
7 Road Width
82.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
5 Fill RCB
Appr. Roadway Width
82.001 Span Type Main
M Material
5 - Prestressed Concrete Design
04 Length
351.05 Deck Width
85 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
7 Culv. Rating
N 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
53 HS Inv. Rating Method
1 HS Inv. Method
32 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8640 Future ADT Year
2042 Bypass Detour
50.300001 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
21122 ODOT County
51 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
0 Lft. Curb SW
0 Rt. Curb SW
0 Description
7-50ft. DOUBLE TEE SPA Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5112 1234 X H Index
96.9158 Latitude
35:33:02.6 Longitude
-95:18:33.03 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 64 Scour
8 Design Structure
4 - Tee Beam FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
21122 Vault Link
http://plansrv1/bridgemaintvault/b21122 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
35.55072222 Longitude DD
-95.309175 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
21716 x
-10609768.828927 y
4238976.24430292 |
|||||||||||||||||||||||||||||||||||||
| 21029 | 1110 1244 X | 21029 | Cherokee | S.H. 10 | PEAVINE CREEK | 1110 1244 X | 24ft.-32ft.-24ft. CONT. CO | 1985 | 36.06796389 | -94.882475 | 81.037 | 32.001 | — | 3 | 0 | 2 | 30 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 89.7 | Satisfactory (6) | Good (7) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21712 BRKEY
21029 NBI No.
21029 On Under
1 Structure No.
1110 1244 X Control No.
010 Lane Ind.
Milepoint
12440 Facility Carried
S.H. 10 Feature Intersected
PEAVINE CREEK Division
01 County
021 Location
12.8 MI N US62 Sufficiency
89.7 Kind Hwy
3 Level Service
1 Route No.
00010 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
32.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1985 ADT Total
1400 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
26.001 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
81.037 Deck Width
32.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
6 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
106 HS Inv. Rating Method
1 HS Inv. Method
63 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2240 Future ADT Year
2042 Bypass Detour
47.22421 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Y Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
21029 ODOT County
11 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
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
24ft.-32ft.-24ft. CONT. CO Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1110 1244 X H Index
90.4681 Latitude
36:04:04.67 Longitude
-94:52:56.91 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 10 Scour
8 Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
0 NBI Text
21029 Vault Link
http://plansrv1/bridgemaintvault/b21029 GIS FO/SD
Meets Standards H Inv. Method
36 Latitude DD
36.06796389 Longitude DD
-94.882475 ODOT County Number
11 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
21712 x
-10562268.8022055 y
4309977.13276245 |
|||||||||||||||||||||||||||||||||||||
| 21317 | 7421 1550WX | 21317 | Washington | U.S. 75 SB | CANEY RIVER O'FLOW | 7421 1550WX | 3-50ft. DOUBLE TEE SPA | 1986 | 36.64959167 | -95.93549722 | 149.934 | 42.001 | — | 3 | 0 | 2 | 40 | 5 - Prestressed Concrete | Tee Beam (04) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99.9 | 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 | 6950 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21708 BRKEY
21317 NBI No.
21317 On Under
1 Structure No.
7421 1550WX Control No.
021 Lane Ind.
W Milepoint
15500 Facility Carried
U.S. 75 SB Feature Intersected
CANEY RIVER O'FLOW Division
08 County
147 Location
5.9 MI S JCT US 60 Sufficiency
99.9 Kind Hwy
2 Level Service
1 Route No.
00075 Service Type On
1 Service Type Off
9 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1986 ADT Total
6950 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
149.934 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
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
62 HS Inv. Rating Method
1 HS Inv. Method
37.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
11120 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
21317 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
3-50ft. DOUBLE TEE SPA Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7421 1550WX H Index
99.137 Latitude
36:38:58.53 Longitude
-95:56:07.79 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
21317 Vault Link
http://plansrv1/bridgemaintvault/b21317 GIS FO/SD
Meets Standards H Inv. Method
37 Latitude DD
36.64959167 Longitude DD
-95.93549722 ODOT County Number
74 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
21708 x
-10679490.6995299 y
4390376.28445029 |
|||||||||||||||||||||||||||||||||||||
| 21316 | 0818 0430 X | 21316 | Caddo | S.H. 9 | RUNNING CREEK | 0818 0430 X | 3-50ft. DOUBLE TEE SPANS | 1986 | 35.117625 | -98.562075 | 149.934 | 42.001 | — | 3 | 0 | 2 | 40 | 5 - Prestressed Concrete | Tee Beam (04) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94.7 | Satisfactory (6) | Satisfactory (6) | Very good (8) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21707 BRKEY
21316 NBI No.
21316 On Under
1 Structure No.
0818 0430 X Control No.
018 Lane Ind.
Milepoint
04300 Facility Carried
S.H. 9 Feature Intersected
RUNNING CREEK Division
07 County
015 Location
4.3 MI E KIOWA C/L Sufficiency
94.7 Kind Hwy
3 Level Service
1 Route No.
00009 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1986 ADT Total
1600 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
149.934 Deck Width
42.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
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
59 HS Inv. Rating Method
1 HS Inv. Method
34 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2560 Future ADT Year
2042 Bypass Detour
37.903642 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
21316 ODOT County
08 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
3-50ft. DOUBLE TEE SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0818 0430 X H Index
99.8632 Latitude
35:07:03.45 Longitude
-98:33:43.47 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 9 Scour
8 Design Structure
4 - Tee Beam FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
56 NBI Text
21316 Vault Link
http://plansrv1/bridgemaintvault/b21316 GIS FO/SD
Meets Standards H Inv. Method
27 Latitude DD
35.117625 Longitude DD
-98.562075 ODOT County Number
8 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
21707 x
-10971880.0005284 y
4179877.42293689 |
|||||||||||||||||||||||||||||||||||||
| 21315 | 6831 0335 X | 21315 | Sequoyah | S.H. 64D | GARRISON CREEK | 6831 0335 X | (3) 50ft. PC BEAM | 1986 | 35.44661389 | -94.44225278 | 150 | 42.001 | — | 3 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.5 | Very good (8) | Satisfactory (6) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 3300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21706 BRKEY
21315 NBI No.
21315 On Under
1 Structure No.
6831 0335 X Control No.
031 Lane Ind.
Milepoint
03350 Facility Carried
S.H. 64D Feature Intersected
GARRISON CREEK Division
01 County
135 Location
0.2 S JCT I-40 Sufficiency
97.5 Kind Hwy
3 Level Service
1 Route No.
0064D Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1986 ADT Total
3300 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
150 Deck Width
42.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
6 Super Rating
8 Sub Rating
8 Chan. Rating
7 Culv. Rating
N Structure Rating
8 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
7 HS Operating Rating Method
3 HS Operating Rating
67.5 HS Inv. Rating Method
3 HS Inv. Method
52 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
5280 Future ADT Year
2042 Bypass Detour
9.999999 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
21315 ODOT County
68 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
1.001 Rt. Curb SW
1.001 Description
(3) 50ft. PC BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6831 0335 X H Index
95.1422 Latitude
35:26:47.81 Longitude
-94:26:32.11 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 64D Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
31-0335 NBI Text
21315 Vault Link
http://plansrv1/bridgemaintvault/b21315 GIS FO/SD
Meets Standards H Inv. Method
51.9 Latitude DD
35.44661389 Longitude DD
-94.44225278 ODOT County Number
68 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
21706 x
-10513263.4888392 y
4224741.04417082 |
|||||||||||||||||||||||||||||||||||||
| 21120 | 2527 0056 X | 21120 | Garvin | S.H. 74 | WILD HORSE CREEK | 2527 0056 X | 3-100ft. PRESTRESSED C | 1985 | 34.514906 | -97.405189 | 302 | 33.999 | — | 3 | 45 | 2 | 32 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 86.7 | Fair (5) | Satisfactory (6) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21696 BRKEY
21120 NBI No.
21120 On Under
1 Structure No.
2527 0056 X Control No.
027 Lane Ind.
Milepoint
00560 Facility Carried
S.H. 74 Feature Intersected
WILD HORSE CREEK Division
03 County
049 Location
0.5 MI N CARTER C/L Sufficiency
86.7 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
1985 ADT Total
900 ADT Year
2022 Design Load
HS 20 Skew
45 No. Main Spans
3 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
28 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
302 Deck Width
33.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
6 Super Rating
6 Sub Rating
5 Chan. Rating
5 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
98.7 HS Inv. Rating Method
1 HS Inv. Method
41.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1440 Future ADT Year
2042 Bypass Detour
29.204446 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
21120 ODOT County
25 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-100ft. PRESTRESSED C Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2527 0056 X H Index
95.5792 Latitude
34:30:53.66 Longitude
-97:24:18.68 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
21120 Vault Link
http://plansrv1/bridgemaintvault/b21120 GIS FO/SD
Meets Standards H Inv. Method
28.1 Latitude DD
34.514906 Longitude DD
-97.405189 ODOT County Number
25 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
21696 x
-10843096.0401026 y
4098152.6601269 |
|||||||||||||||||||||||||||||||||||||
| 21116 | 0818 1334 X | 21116 | Caddo | S.H. 9 | WASHITA RIVER | 0818 1334 X | 2-100ft.,70ft. PRESTRESSED CONC BM SPANS | 1985 | 35.08718333 | -98.43512222 | 271.982 | 42.001 | — | 3 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 91.1 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 2600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21692 BRKEY
21116 NBI No.
21116 On Under
1 Structure No.
0818 1334 X Control No.
018 Lane Ind.
Milepoint
13340 Facility Carried
S.H. 9 Feature Intersected
WASHITA RIVER Division
07 County
015 Location
6.2 MI W JCT US 62 Sufficiency
91.1 Kind Hwy
3 Level Service
1 Route No.
00009 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1985 ADT Total
2600 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
271.982 Deck Width
42.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
6 Sub Rating
7 Chan. Rating
6 Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
56 HS Inv. Rating Method
1 HS Inv. Method
33 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4160 Future ADT Year
2042 Bypass Detour
37.903642 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
21116 ODOT County
08 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
2-100ft.,70ft. PRESTRESSED CONC BM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0818 1334 X H Index
99.1795 Latitude
35:05:13.86 Longitude
-98:26:06.44 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 9 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
61 NBI Text
21116 Vault Link
http://plansrv1/bridgemaintvault/b21116 GIS FO/SD
Meets Standards H Inv. Method
24 Latitude DD
35.08718333 Longitude DD
-98.43512222 ODOT County Number
8 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
21692 x
-10957747.681704 y
4175735.3311511 |
|||||||||||||||||||||||||||||||||||||
| 21115 | 3602 0466 X | 21115 | Kay | U.S. 60 | DEER CREEK | 3602 0466 X | 75ft., (2) -100ft. PRESTRESSED CONC BM SPANS | 1985 | 36.69498889 | -97.37805556 | 276.903 | 42.999 | — | 3 | 0 | 2 | 39.698 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 92.8 | Satisfactory (6) | Good (7) | Very good (8) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 1500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
21691 BRKEY
21115 NBI No.
21115 On Under
1 Structure No.
3602 0466 X Control No.
002 Lane Ind.
Milepoint
04660 Facility Carried
U.S. 60 Feature Intersected
DEER CREEK Division
04 County
071 Location
4.7 MI E GRANT C/L Sufficiency
92.8 Kind Hwy
2 Level Service
1 Route No.
00060 Service Type On
1 Service Type Off
5 Vertical Clearance
_ 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
1985 ADT Total
1500 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
39.698 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
35.997 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
276.903 Deck Width
42.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
4 Deck Rating
7 Super Rating
8 Sub Rating
6 Chan. Rating
5 Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
87 HS Inv. Rating Method
1 HS Inv. Method
40 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2400 Future ADT Year
2042 Bypass Detour
36.039529 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
21115 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.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
75ft., (2) -100ft. PRESTRESSED CONC BM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3602 0466 X H Index
99.1325 Latitude
36:41:41.96 Longitude
-97:22:41 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 60 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
21115 Vault Link
http://plansrv1/bridgemaintvault/b21115 GIS FO/SD
Meets Standards H Inv. Method
27 Latitude DD
36.69498889 Longitude DD
-97.37805556 ODOT County Number
36 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
21691 x
-10840075.5593783 y
4396677.01862405 |