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 | |||||||||||||||||||||||||||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 16495 | 6134T1060 X | 16495 | Pittsburg | IND. NATION TP | CO. RD. 6120C UNDER | 6134T1060 X | 39ft.,40.25ft.,39ft. WF BM SPANS | 1965 | 34.99995278 | -95.86758889 | 117.126 | 86 | — | 3 | 17 | 4 | 82.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98.2 | Very good (8) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 02 - Principal Arterial Other (Rural) | Z | 8400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15821 BRKEY
16495 NBI No.
16495 On Under
1 Structure No.
6134T1060 X Control No.
034 Lane Ind.
Milepoint
10600 Facility Carried
IND. NATION TP Feature Intersected
CO. RD. 6120C UNDER Division
02 County
121 Location
30.94 MI'S S. JCT I-40 Sufficiency
98.2 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
72.001 Bridge System
Z Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1965 ADT Total
8400 ADT Year
2022 Design Load
HS 20 Skew
17 No. Main Spans
3 Road Width
82.999 Ref. Underclearance Rt.
H Underclearance Right
8.002 Underclearance Left
8.002 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
72.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
117.126 Deck Width
86 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
8 Super Rating
8 Sub Rating
8 Chan. Rating
N Culv. Rating
N Structure Rating
8 Deck Geometry
9 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
76.7 HS Inv. Rating Method
1 HS Inv. Method
46 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
13440 Future ADT Year
2042 Bypass Detour
1.242742 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1605 Max Measured Clearance
1606 Min Measured Clearance
1604 NBI Rating
16495 ODOT County
61 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
39ft.,40.25ft.,39ft. WF BM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6134T1060 X H Index
99.2708 Latitude
34:59:59.83 Longitude
-95:52:03.32 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
IND. NATION TP Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
30.94 NBI Text
16495 Vault Link
http://plansrv1/bridgemaintvault/b16495 GIS FO/SD
Meets Standards H Inv. Method
40.9 Latitude DD
34.99995278 Longitude DD
-95.86758889 ODOT County Number
61 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
15821 x
-10671931.1788137 y
4163874.72705677 |
|||||||||||||||||||||||||||||||||||||
| 16494 | 5569R0791 X | 16494 | Oklahoma | I-40 | RAMP 12A UNDER | 5569 0791 X | 32ft.-49ft.-32ft. CONT. I-BM. SPANS | 1965 | 35.46537222 | -97.53281667 | 117.001 | 116.001 | — | 3 | 32 | 6 | 110 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 83 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 112900 | 2010 | 5 | Unmatched |
|
Raw data
OBJECTID
15820 BRKEY
16494 NBI No.
16494 On Under
1 Structure No.
5569R0791 X Control No.
069 Lane Ind.
Milepoint
07910 Facility Carried
I-40 Feature Intersected
RAMP 12A UNDER Division
04 County
109 Location
1.9 MI E OF MAY AVE Sufficiency
83 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
55 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
1965 ADT Total
112900 ADT Year
2010 Design Load
HS 20 Skew
32 No. Main Spans
3 Road Width
110 Ref. Underclearance Rt.
H Underclearance Right
4.898 Underclearance Left
12.5 Deck Structure Type
1 No. Lanes
6 Fill RCB
-1 Appr. Roadway Width
110 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
117.001 Deck Width
116.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
6 Deck Rating
6 Super Rating
6 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
9 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
76.721 HS Inv. Rating Method
1 HS Inv. Method
45.966 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
180640 Future ADT Year
2030 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
1602 Max Measured Clearance
1606 Min Measured Clearance
1605 NBI Rating
16494 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.
9 DK Surf. Type
4 Lft. Curb SW
0 Rt. Curb SW
0 Description
32ft.-49ft.-32ft. CONT. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5569 0791 X H Index
82.4464 Latitude
35:27:55.34 Longitude
-97:31:58.14 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
- Roadway Name
I-40 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
16494 Vault Link
http://plansrv1/bridgemaintvault/b16494 GIS FO/SD
Meets Standards H Inv. Method
29.873 Latitude DD
35.46537222 Longitude DD
-97.53281667 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
15820 x
-10857303.4873381 y
4227304.59312863 |
|||||||||||||||||||||||||||||||||||||
| 15296 | 0905 0232NX | 15296 | Canadian | I-40 | CANYON VIEW CREEK | 0905 0232NX | (13ft.-17ft.-13ft.) X 15ft. X 163ft. R.C. BOX SK. 35 DEG. W/ 2ft. ADDft.L. CURTAIN WALL | 1961 | 35.53808056 | -98.26970556 | 52.9 | 0 | — | 3 | 35 | 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 | 01 - Principal Arterial Interstate (Rural) | A | 9100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15801 BRKEY
15296 NBI No.
15296 On Under
1 Structure No.
0905 0232NX Control No.
005 Lane Ind.
N Milepoint
02320 Facility Carried
I-40 Feature Intersected
CANYON VIEW CREEK Division
04 County
017 Location
2.3 MI. E. CADDO CL Sufficiency
96.9 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
42.001 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1961 ADT Total
9100 ADT Year
2022 Design Load
HS 20 Skew
35 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
20 Appr. Roadway Width
42.001 Span Type Main
M Material
1 - Concrete Design
19 Length
52.9 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.053 HS Inv. Rating Method
1 HS Inv. Method
36.046 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
14560 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
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
15296 ODOT County
09 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(13ft.-17ft.-13ft.) X 15ft. X 163ft. R.C. BOX SK. 35 DEG. W/ 2ft. ADDft.L. CURTAIN WALL Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0905 0232NX H Index
96.5293 Latitude
35:32:17.09 Longitude
-98:16:10.94 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-40 WB Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
15296 Vault Link
http://plansrv1/bridgemaintvault/b15296 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
35.53808056 Longitude DD
-98.26970556 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
15801 x
-10939333.5833441 y
4237246.70854354 |
|||||||||||||||||||||||||||||||||||||
| 15295 | 6506 1296 X | 15295 | Roger Mills | S.H. 30 | CREEK | 6506 1296 X | (12ft.-14ft.-12ft.)X 8ft.X 32ft. RDY. R.C.B. W/ CONC. HANDRAILS | 1961 | 35.610425 | -99.90835833 | 41.01 | 34.003 | — | 3 | 0 | 2 | 32.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 98.4 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15800 BRKEY
15295 NBI No.
15295 On Under
1 Structure No.
6506 1296 X Control No.
006 Lane Ind.
Milepoint
12960 Facility Carried
S.H. 30 Feature Intersected
CREEK Division
05 County
129 Location
13.2 MI N JCT S.H. 152 Sufficiency
98.4 Kind Hwy
3 Level Service
1 Route No.
00030 Service Type On
1 Service Type Off
5 Vertical Clearance
_ 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
1961 ADT Total
1200 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
N No. Lanes
2 Fill RCB
AG Appr. Roadway Width
26.001 Span Type Main
M Material
1 - Concrete Design
19 Length
41.01 Deck Width
34.003 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
7 HS Operating Rating Method
3 HS Operating Rating
46.958 HS Inv. Rating Method
3 HS Inv. Method
36.156 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1920 Future ADT Year
2042 Bypass Detour
6.835083 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15295 ODOT County
65 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(12ft.-14ft.-12ft.)X 8ft.X 32ft. RDY. R.C.B. W/ CONC. HANDRAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6506 1296 X H Index
94.9774 Latitude
35:36:37.53 Longitude
-99:54:30.09 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 30 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15295 Vault Link
http://plansrv1/bridgemaintvault/b15295 GIS FO/SD
Meets Standards H Inv. Method
20.062 Latitude DD
35.610425 Longitude DD
-99.90835833 ODOT County Number
65 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
15800 x
-11121747.5752875 y
4247148.01280189 |
|||||||||||||||||||||||||||||||||||||
| 15294 | 5312 1130 X | 15294 | Nowata | S.H. 28 | LITTLE SALT CREEK | 5312 1130 X | (12ft.-14ft.-12ft.) X 7ft. X 56ft. R.C. BOX | 1961 | 36.69951389 | -95.48584167 | 41.995 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 95.5 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 680 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15799 BRKEY
15294 NBI No.
15294 On Under
1 Structure No.
5312 1130 X Control No.
012 Lane Ind.
Milepoint
11300 Facility Carried
S.H. 28 Feature Intersected
LITTLE SALT CREEK Division
08 County
105 Location
100 FT N JCT US 60 Sufficiency
95.5 Kind Hwy
3 Level Service
1 Route No.
00028 Service Type On
1 Service Type Off
5 Vertical Clearance
_ 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
1961 ADT Total
680 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
32.001 Span Type Main
M Material
1 - Concrete Design
19 Length
41.995 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.1 HS Inv. Rating Method
2 HS Inv. Method
36 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
1088 Future ADT Year
2042 Bypass Detour
27.961703 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
15294 ODOT County
53 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(12ft.-14ft.-12ft.) X 7ft. X 56ft. R.C. BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5312 1130 X H Index
100 Latitude
36:41:58.25 Longitude
-95:29:09.03 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 28 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15294 Vault Link
http://plansrv1/bridgemaintvault/b15294 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
36.69951389 Longitude DD
-95.48584167 ODOT County Number
53 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
15799 x
-10629435.2726715 y
4397305.252581 |
|||||||||||||||||||||||||||||||||||||
| 15293 | 6129 0998 X | 15293 | Pittsburg | S.H. 113 | MEDICINE CREEK | 6129 0998 X | (12ft. - 14ft. - 12ft.) X 12ft. X 83ft. RCB SK 30° | 1961 | 35.10739722 | -95.77113333 | 46.188 | 0 | — | 3 | 30 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 96 | 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
15798 BRKEY
15293 NBI No.
15293 On Under
1 Structure No.
6129 0998 X Control No.
029 Lane Ind.
Milepoint
09980 Facility Carried
S.H. 113 Feature Intersected
MEDICINE CREEK Division
02 County
121 Location
10.0 W & N JCT US 69 Sufficiency
96 Kind Hwy
3 Level Service
1 Route No.
00113 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
27.999 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
1961 ADT Total
1200 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
8 Appr. Roadway Width
27.999 Span Type Main
M Material
1 - Concrete Design
19 Length
46.188 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
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
2 HS Operating Rating
49.1 HS Inv. Rating Method
2 HS Inv. Method
36 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
1920 Future ADT Year
2042 Bypass Detour
11.184681 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
15293 ODOT County
61 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(12ft. - 14ft. - 12ft.) X 12ft. X 83ft. RCB SK 30° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6129 0998 X H Index
97.3494 Latitude
35:06:26.63 Longitude
-95:46:16.08 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 113 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
098 NBI Text
15293 Vault Link
http://plansrv1/bridgemaintvault/b15293 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
35.10739722 Longitude DD
-95.77113333 ODOT County Number
61 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
15798 x
-10661193.7949903 y
4178485.59204922 |
|||||||||||||||||||||||||||||||||||||
| 15292 | 0220R0933 X | 15292 | Alfalfa | S.H. 11 | CREEK | 0220 0933 X | 7-6x4x42.4ft. RCB | 1961 | 36.811425 | -98.19398333 | 46.916 | 42.402 | — | 7 | 0 | 2 | 39.701 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 83.1 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Fair (5) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1300 | 2005 | 5 | Unmatched |
|
Raw data
OBJECTID
15797 BRKEY
15292 NBI No.
15292 On Under
1 Structure No.
0220R0933 X Control No.
020 Lane Ind.
Milepoint
09330 Facility Carried
S.H. 11 Feature Intersected
CREEK Division
06 County
003 Location
9.4 MI.E.OF JCT.US64 Sufficiency
83.1 Kind Hwy
3 Level Service
1 Route No.
00011 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
39.701 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
1961 ADT Total
1300 ADT Year
2005 Design Load
HS 20 Skew
0 No. Main Spans
7 Road Width
39.701 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
46.916 Deck Width
42.402 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
7 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
5 Structure Rating
5 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 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
2080 Future ADT Year
2025 Bypass Detour
34.175415 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
15292 ODOT County
02 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
7-6x4x42.4ft. RCB Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
0220 0933 X H Index
95.0767 Latitude
36:48:41.13 Longitude
-98:11:38.34 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
S.H. 11 Scour
3 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15292 Vault Link
http://plansrv1/bridgemaintvault/b15292 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
36.811425 Longitude DD
-98.19398333 ODOT County Number
2 Maint. Dist.
6 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
15797 x
-10930904.2232588 y
4412854.35815847 |
|||||||||||||||||||||||||||||||||||||
| 15291 | 0220R0920 X | 15291 | Alfalfa | S.H. 11 | CREEK | 0220 0920 X | 6-6x4x42.8ft. RCB | 1961 | 36.81143611 | -98.19646667 | 40.026 | 42.799 | — | 6 | 0 | 2 | 39.902 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 66 | Poor (4) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Poor (4) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1300 | 2005 | 5 | Unmatched |
|
Raw data
OBJECTID
15796 BRKEY
15291 NBI No.
15291 On Under
1 Structure No.
0220R0920 X Control No.
020 Lane Ind.
Milepoint
09200 Facility Carried
S.H. 11 Feature Intersected
CREEK Division
06 County
003 Location
9.3 MI.E.OF JCT.US64 Sufficiency
66 Kind Hwy
3 Level Service
1 Route No.
00011 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
39.902 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
1961 ADT Total
1300 ADT Year
2005 Design Load
HS 20 Skew
0 No. Main Spans
6 Road Width
39.902 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
40.026 Deck Width
42.799 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
7 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
4 Structure Rating
4 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 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
2080 Future ADT Year
2025 Bypass Detour
34.175415 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
15291 ODOT County
02 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
6-6x4x42.8ft. RCB Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
0220 0920 X H Index
45.5207 Latitude
36:48:41.17 Longitude
-98:11:47.28 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
S.H. 11 Scour
8 Design Structure
19 - Culvert FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15291 Vault Link
http://plansrv1/bridgemaintvault/b15291 GIS FO/SD
SD H Inv. Method
19.952 Latitude DD
36.81143611 Longitude DD
-98.19646667 ODOT County Number
2 Maint. Dist.
6 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
15796 x
-10931180.6674031 y
4412855.90292644 |
|||||||||||||||||||||||||||||||||||||
| 15202 | 7281R0695EX | 15202 | Tulsa | U.S. 169 | BIRD CREEK | 7281 0695EX | 100ft.-180ft.-100ft. HI. T | 1960 | 36.23868333 | -95.84795278 | 387.999 | 32.001 | — | 1 | 0 | 2 | 30 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 49.5 | Poor (4) | Fair (5) | Poor (4) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | C | 27450 | 2014 | 5 | Unmatched |
|
Raw data
OBJECTID
15795 BRKEY
15202 NBI No.
15202 On Under
1 Structure No.
7281R0695EX Control No.
081 Lane Ind.
E Milepoint
06950 Facility Carried
U.S. 169 Feature Intersected
BIRD CREEK Division
08 County
143 Location
7 MI N JCT I-44 Sufficiency
49.5 Kind Hwy
2 Level Service
1 Route No.
00169 Service Type On
1 Service Type Off
5 Vertical Clearance
Y Horizontal Clearance
30 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
1960 ADT Total
27450 ADT Year
2014 Design Load
H 20 Skew
0 No. Main Spans
1 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
37.999 Span Type Main
M Material
3 - Steel Design
10 Length
387.999 Deck Width
32.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
4 Sub Rating
4 Chan. Rating
5 Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
5 HS Operating Rating Method
1 HS Operating Rating
50 HS Inv. Rating Method
1 HS Inv. Method
30 H Operating Rating
1 H Inv. Rating Method
2 Future ADT
43920 Future ADT Year
2034 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1601 Max Measured Clearance
1606 Min Measured Clearance
1606 NBI Rating
15202 ODOT County
72 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
4 Lft. Curb SW
0 Rt. Curb SW
0 Description
100ft.-180ft.-100ft. HI. T Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
7281 0695EX H Index
69.0711 Latitude
36:14:19.26 Longitude
-95:50:52.63 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
U.S. 169 Scour
7 Design Structure
10 - Truss - Thru FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15202 Vault Link
http://plansrv1/bridgemaintvault/b15202 GIS FO/SD
SD H Inv. Method
17.8 Latitude DD
36.23868333 Longitude DD
-95.84795278 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
15795 x
-10669745.2970473 y
4333513.72714767 |
|||||||||||||||||||||||||||||||||||||
| 15201 | 7281R0695WX | 15201 | Tulsa | U.S. 169 | BIRD CREEK | 7281 0695WX | 100ft.-180ft.-100ft. HI. T | 1960 | 36.23858056 | -95.84827222 | 388.123 | 32.001 | — | 1 | 0 | 2 | 30 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 42.5 | Poor (4) | Fair (5) | Poor (4) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | C | 28150 | 2014 | 5 | Unmatched |
|
Raw data
OBJECTID
15794 BRKEY
15201 NBI No.
15201 On Under
1 Structure No.
7281R0695WX Control No.
081 Lane Ind.
W Milepoint
06950 Facility Carried
U.S. 169 Feature Intersected
BIRD CREEK Division
08 County
143 Location
7 MI N JCT I-44 Sufficiency
42.5 Kind Hwy
2 Level Service
1 Route No.
00169 Service Type On
1 Service Type Off
5 Vertical Clearance
Y Horizontal Clearance
30 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
1960 ADT Total
28150 ADT Year
2014 Design Load
H 20 Skew
0 No. Main Spans
1 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
37.999 Span Type Main
M Material
3 - Steel Design
10 Length
388.123 Deck Width
32.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
4 Sub Rating
4 Chan. Rating
7 Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
50 HS Inv. Rating Method
1 HS Inv. Method
30 H Operating Rating
1 H Inv. Rating Method
2 Future ADT
45040 Future ADT Year
2034 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
16 Max Measured Clearance
163 Min Measured Clearance
163 NBI Rating
15201 ODOT County
72 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
4 Lft. Curb SW
0 Rt. Curb SW
0 Description
100ft.-180ft.-100ft. HI. T Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
7281 0695WX H Index
70.4396 Latitude
36:14:18.89 Longitude
-95:50:53.78 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
U.S. 169 Scour
7 Design Structure
10 - Truss - Thru FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15201 Vault Link
http://plansrv1/bridgemaintvault/b15201 GIS FO/SD
SD H Inv. Method
17.8 Latitude DD
36.23858056 Longitude DD
-95.84827222 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
15794 x
-10669780.8569455 y
4333499.54311055 |
|||||||||||||||||||||||||||||||||||||
| 15200 | 1008 0487WX | 15200 | Carter | U.S. 77 SB | CADDO CREEK | 1008 0487WX | (80ft. - 100ft. - 80ft.) CONTINUOUS, (2) 60ft. I-BEAM SPANS SKEWED 30° | 1960 | 34.24514167 | -97.14336111 | 381.89 | 38.999 | — | 5 | 30 | 2 | 37.001 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 96.2 | Satisfactory (6) | Good (7) | Satisfactory (6) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 1350 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15793 BRKEY
15200 NBI No.
15200 On Under
1 Structure No.
1008 0487WX Control No.
008 Lane Ind.
W Milepoint
04870 Facility Carried
U.S. 77 SB Feature Intersected
CADDO CREEK Division
07 County
019 Location
4.9 MI N JCT SH199 Sufficiency
96.2 Kind Hwy
2 Level Service
1 Route No.
00077 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.001 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
1960 ADT Total
1350 ADT Year
2022 Design Load
H 20 Skew
30 No. Main Spans
5 Road Width
37.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.001 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
381.89 Deck Width
38.999 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
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
49 HS Inv. Rating Method
1 HS Inv. Method
30 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2160 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15200 ODOT County
10 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
(80ft. - 100ft. - 80ft.) CONTINUOUS, (2) 60ft. I-BEAM SPANS SKEWED 30° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1008 0487WX H Index
80.0051 Latitude
34:14:42.51 Longitude
-97:08:36.1 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 77 SB Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
019 NBI Text
15200 Vault Link
http://plansrv1/bridgemaintvault/b15200 GIS FO/SD
Meets Standards H Inv. Method
22 Latitude DD
34.24514167 Longitude DD
-97.14336111 ODOT County Number
10 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
15793 x
-10813949.4927123 y
4061766.25242898 |
|||||||||||||||||||||||||||||||||||||
| 15199 | 1321R0462 X | 15199 | Cimarron | S.H. 171 | BEAVER RIVER | 1321 0462 X | 35ft.,6-50ft.,35ft. I-BM. | 1960 | 36.570975 | -102.24783611 | 371.063 | 27.999 | — | 8 | 0 | 2 | 26.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Closed (K) | 39.9 | Poor (4) | Critical (2) | Poor (4) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 360 | 2007 | 5 | Unmatched |
|
Raw data
OBJECTID
15792 BRKEY
15199 NBI No.
15199 On Under
1 Structure No.
1321R0462 X Control No.
021 Lane Ind.
Milepoint
04620 Facility Carried
S.H. 171 Feature Intersected
BEAVER RIVER Division
06 County
025 Location
4.7 MI N JCT US287 Sufficiency
39.9 Kind Hwy
3 Level Service
1 Route No.
00171 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
27.999 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
1960 ADT Total
360 ADT Year
2007 Design Load
H 15 Skew
0 No. Main Spans
8 Road Width
26.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
20 Span Type Main
M Material
3 - Steel Design
02 Length
371.063 Deck Width
27.999 Bridge Open Closed
K TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
2 Super Rating
4 Sub Rating
5 Chan. Rating
7 Culv. Rating
N Structure Rating
4 Deck Geometry
5 Underclearance
N Bridge Posting
0 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
0 HS Inv. Rating Method
1 HS Inv. Method
0 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
576 Future ADT Year
2027 Bypass Detour
11.806053 School Bus Rte.
3 Posted Weight
CLOSED 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
15199 ODOT County
13 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
1.001 Rt. Curb SW
1.001 Description
35ft.,6-50ft.,35ft. I-BM. Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1321 0462 X H Index
38.3634 Latitude
36:34:15.51 Longitude
-102:14:52.21 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 171 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15199 Vault Link
http://plansrv1/bridgemaintvault/b15199 GIS FO/SD
SD H Inv. Method
0 Latitude DD
36.570975 Longitude DD
-102.24783611 ODOT County Number
13 Maint. Dist.
6 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
15792 x
-11382177.0504793 y
4379473.76152416 |
|||||||||||||||||||||||||||||||||||||
| 15198 | 2326 0299 X | 15198 | Ellis | S.H. 46 | TWENTYFIVE MILE CREEK | 2326 0299 X | 4-85ft. CONT. I-BM. SPANS WITH 2-18ft. SAFETY CURBS | 1960 | 36.35615 | -99.76516389 | 341.001 | 32.001 | — | 4 | 0 | 2 | 30 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95.8 | 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 | 330 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15791 BRKEY
15198 NBI No.
15198 On Under
1 Structure No.
2326 0299 X Control No.
026 Lane Ind.
Milepoint
02990 Facility Carried
S.H. 46 Feature Intersected
TWENTYFIVE MILE CREEK Division
06 County
045 Location
3.0 MI N SH15 Sufficiency
95.8 Kind Hwy
3 Level Service
1 Route No.
00046 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
28.002 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
1960 ADT Total
330 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
4 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
27.001 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
341.001 Deck Width
32.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
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
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
528 Future ADT Year
2042 Bypass Detour
43.999998 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
15198 ODOT County
23 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
6 Lft. Curb SW
1.503 Rt. Curb SW
1.503 Description
4-85ft. CONT. I-BM. SPANS WITH 2-18ft. SAFETY CURBS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2326 0299 X H Index
78.3116 Latitude
36:21:22.14 Longitude
-99:45:54.59 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 46 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
15198 Vault Link
http://plansrv1/bridgemaintvault/b15198 GIS FO/SD
Meets Standards H Inv. Method
18 Latitude DD
36.35615 Longitude DD
-99.76516389 ODOT County Number
23 Maint. Dist.
6 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
15791 x
-11105807.2431423 y
4349738.3737762 |
|||||||||||||||||||||||||||||||||||||
| 15197 | 5233 2182WX | 15197 | Noble | I-35 S.B. | RED ROCK CREEK | 5233 2182WX | (64ft.-80ft.-64ft. CONT) & 2-60ft. I-BM. SPANS W/ SLOPE FACED PARAPETS | 1960 | 36.47552778 | -97.327225 | 330.052 | 42.3 | — | 3 | 0 | 2 | 39.301 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 84.9 | Fair (5) | Satisfactory (6) | Good (7) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 8550 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15790 BRKEY
15197 NBI No.
15197 On Under
1 Structure No.
5233 2182WX Control No.
033 Lane Ind.
W Milepoint
21820 Facility Carried
I-35 S.B. Feature Intersected
RED ROCK CREEK Division
04 County
103 Location
5.4 MI N JCT US 412 Sufficiency
84.9 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
39.301 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1960 ADT Total
8550 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
39.301 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
4 - Steel Continuous Design
02 Length
330.052 Deck Width
42.3 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
5 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
54 HS Inv. Rating Method
1 HS Inv. Method
32 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
75 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
15197 ODOT County
52 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
3 Lft. Curb SW
0 Rt. Curb SW
0 Description
(64ft.-80ft.-64ft. CONT) & 2-60ft. I-BM. SPANS W/ SLOPE FACED PARAPETS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5233 2182WX H Index
83.2432 Latitude
36:28:31.9 Longitude
-97:19:38.01 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-35 S.B. 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
15197 Vault Link
http://plansrv1/bridgemaintvault/b15197 GIS FO/SD
Meets Standards H Inv. Method
26 Latitude DD
36.47552778 Longitude DD
-97.327225 ODOT County Number
52 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
15790 x
-10834417.1273224 y
4366252.09055307 |
|||||||||||||||||||||||||||||||||||||
| 15389 | 4528R0000 X | 15389 | McCurtain | U.S. 259 | RED RIVER | 4528 0000 X | 5(4-100ft. CONT.) I-BM | 1961 | 33.684061 | -94.694286 | 2007.001 | 31.001 | — | 20 | 0 | 2 | 27.7 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 58.1 | Fair (5) | Fair (5) | Satisfactory (6) | Fair (5) | Not applicable (N) | 21 - Other State Agencies | 21 - Other State Agencies | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 2200 | 2018 | 5 | Unmatched |
|
Raw data
OBJECTID
15783 BRKEY
15389 NBI No.
15389 On Under
1 Structure No.
4528R0000 X Control No.
028 Lane Ind.
Milepoint
00000 Facility Carried
U.S. 259 Feature Intersected
RED RIVER Division
02 County
089 Location
OKLA-TEX ST. LINE Sufficiency
58.1 Kind Hwy
2 Level Service
1 Route No.
00259 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
27.999 Bridge System
C Owner
21 - Other State Agencies Custodian
21 - Other State Agencies Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1961 ADT Total
2200 ADT Year
2018 Design Load
H 20 Skew
0 No. Main Spans
20 Road Width
27.7 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
27.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
2007.001 Deck Width
31.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
7 Deck Rating
5 Super Rating
6 Sub Rating
5 Chan. Rating
5 Culv. Rating
N Structure Rating
5 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49 HS Inv. Rating Method
1 HS Inv. Method
34 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3520 Future ADT Year
2038 Bypass Detour
55.000002 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
15389 ODOT County
45 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
5(4-100ft. CONT.) I-BM Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4528 0000 X H Index
56.2006 Latitude
33:41:02.62 Longitude
-94:41:39.43 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
U.S. 259 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
82 NBI Text
15389 Vault Link
http://plansrv1/bridgemaintvault/b15389 GIS FO/SD
FO H Inv. Method
21.054 Latitude DD
33.684061 Longitude DD
-94.694286 ODOT County Number
45 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
15783 x
-10541319.6985526 y
3986457.62141242 |
|||||||||||||||||||||||||||||||||||||
| 15388 | 6323 0620 X | 15388 | Pottawatomie | U.S. 270 | N. CANADIAN RIVER | 6323 0620 X | 2(4-100ft. CONT.) I-BM | 1961 | 35.31544722 | -96.94340833 | 803 | 62 | — | 8 | 0 | 4 | 57 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 73.2 | Fair (5) | Fair (5) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | C | 11700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15782 BRKEY
15388 NBI No.
15388 On Under
1 Structure No.
6323 0620 X Control No.
023 Lane Ind.
Milepoint
06200 Facility Carried
U.S. 270 Feature Intersected
N. CANADIAN RIVER Division
03 County
125 Location
3.9 MI S JCT SH 3 Sufficiency
73.2 Kind Hwy
2 Level Service
1 Route No.
00270 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
34 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
1961 ADT Total
11700 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
8 Road Width
57 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
68 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
803 Deck Width
62 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
5 Super Rating
5 Sub Rating
5 Chan. Rating
5 Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
5 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
51.5 HS Inv. Rating Method
1 HS Inv. Method
30.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
18720 Future ADT Year
2042 Bypass Detour
3.106856 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
Y02 Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15388 ODOT County
63 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
2(4-100ft. CONT.) I-BM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6323 0620 X H Index
93.6584 Latitude
35:18:55.61 Longitude
-96:56:36.27 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 270 Scour
7 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15388 Vault Link
http://plansrv1/bridgemaintvault/b15388 GIS FO/SD
Meets Standards H Inv. Method
17.1 Latitude DD
35.31544722 Longitude DD
-96.94340833 ODOT County Number
63 Maint. Dist.
3 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
15782 x
-10791690.85106 y
4206832.22116472 |
|||||||||||||||||||||||||||||||||||||
| 15387 | 6340 0639SX | 15387 | Pottawatomie | I-40 EB | RIVER/ U.P. R.R. UNDER | 6340 0639SX | (4-100ft. CONT.)81ft.,52 | 1961 | 35.37846111 | -97.03081389 | 746 | 40 | — | 4 | 35 | 2 | 38 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 80.8 | Fair (5) | Fair (5) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 17200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15781 BRKEY
15387 NBI No.
15387 On Under
1 Structure No.
6340 0639SX Control No.
040 Lane Ind.
S Milepoint
06390 Facility Carried
I-40 EB Feature Intersected
RIVER/ U.P. R.R. UNDER Division
03 County
125 Location
6.4 MI E OK C/L Sufficiency
80.8 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
7 Vertical Clearance
_ Horizontal Clearance
38 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1961 ADT Total
17200 ADT Year
2022 Design Load
HS 20 Skew
35 No. Main Spans
4 Road Width
38 Ref. Underclearance Rt.
R Underclearance Right
22.8 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
746 Deck Width
40 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
6 Sub Rating
5 Chan. Rating
5 Culv. Rating
N Structure Rating
5 Deck Geometry
6 Underclearance
9 Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
64.6 HS Inv. Rating Method
1 HS Inv. Method
38.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
27520 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15387 ODOT County
63 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
(4-100ft. CONT.)81ft.,52 Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6340 0639SX H Index
93.8491 Latitude
35:22:42.46 Longitude
-97:01:50.93 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-40 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
15387 Vault Link
http://plansrv1/bridgemaintvault/b15387 GIS FO/SD
Meets Standards H Inv. Method
21.5 Latitude DD
35.37846111 Longitude DD
-97.03081389 ODOT County Number
63 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
15781 x
-10801420.7934917 y
4215432.18013012 |
|||||||||||||||||||||||||||||||||||||
| 15386 | 6340 0639NX | 15386 | Pottawatomie | I-40 WB | RIVER/ U.P. R.R. UNDER | 6340 0639NX | (4-100ft. CONT.)81ft.,52 | 1961 | 35.37878611 | -97.03068056 | 665 | 40 | — | 4 | 35 | 2 | 38 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 80.8 | Fair (5) | Fair (5) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 17150 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15780 BRKEY
15386 NBI No.
15386 On Under
1 Structure No.
6340 0639NX Control No.
040 Lane Ind.
N Milepoint
06390 Facility Carried
I-40 WB Feature Intersected
RIVER/ U.P. R.R. UNDER Division
03 County
125 Location
6.4 MI E OK C/L Sufficiency
80.8 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
7 Vertical Clearance
_ Horizontal Clearance
38 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1961 ADT Total
17150 ADT Year
2022 Design Load
HS 20 Skew
35 No. Main Spans
4 Road Width
38 Ref. Underclearance Rt.
R Underclearance Right
25.7 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
665 Deck Width
40 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
6 Sub Rating
5 Chan. Rating
5 Culv. Rating
N Structure Rating
5 Deck Geometry
6 Underclearance
9 Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
64.6 HS Inv. Rating Method
1 HS Inv. Method
38.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
27440 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15386 ODOT County
63 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
(4-100ft. CONT.)81ft.,52 Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6340 0639NX H Index
95.0786 Latitude
35:22:43.63 Longitude
-97:01:50.45 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-40 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
15386 Vault Link
http://plansrv1/bridgemaintvault/b15386 GIS FO/SD
Meets Standards H Inv. Method
21.5 Latitude DD
35.37878611 Longitude DD
-97.03068056 ODOT County Number
63 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
15780 x
-10801405.951264 y
4215476.55261662 |
|||||||||||||||||||||||||||||||||||||
| 15385 | 1938 1416SX | 15385 | Creek | S.H. 51 EB | SALT CREEK | 1938 1416SX | 50ft.,2-60ft.(4-100ft. CON | 1961 | 36.127517 | -96.336714 | 624 | 40 | — | 4 | 0 | 2 | 38 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 78.4 | Fair (5) | Fair (5) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 6000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15779 BRKEY
15385 NBI No.
15385 On Under
1 Structure No.
1938 1416SX Control No.
038 Lane Ind.
S Milepoint
14160 Facility Carried
S.H. 51 EB Feature Intersected
SALT CREEK Division
08 County
037 Location
16.2 MI E JCT SH 99 Sufficiency
78.4 Kind Hwy
3 Level Service
1 Route No.
00051 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
38 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
1961 ADT Total
6000 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
4 Road Width
38 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
42 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
624 Deck Width
40 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
5 Sub Rating
5 Chan. Rating
8 Culv. Rating
N Structure Rating
5 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49 HS Inv. Rating Method
1 HS Inv. Method
29.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
9600 Future ADT Year
2042 Bypass Detour
0.1 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
15385 ODOT County
19 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
50ft.,2-60ft.(4-100ft. CON Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1938 1416SX H Index
83.6259 Latitude
36:07:39.06 Longitude
-96:20:12.17 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 51 EB 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
15385 Vault Link
http://plansrv1/bridgemaintvault/b15385 GIS FO/SD
Meets Standards H Inv. Method
21.9 Latitude DD
36.127517 Longitude DD
-96.336714 ODOT County Number
19 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
15779 x
-10724153.9471772 y
4318181.73035926 |
|||||||||||||||||||||||||||||||||||||
| 15384 | 6340R0530SX | 15384 | Pottawatomie | I-40 | DEER CREEK | 6340 0530SX | (70ft.-140ft.-70ft. CONT.) | 1961 | 35.37666667 | -97.05166667 | 448.163 | 33.136 | — | 3 | 41 | 2 | 29.856 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 52.6 | Poor (4) | Fair (5) | Poor (4) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 18150 | 2006 | 5 | Unmatched |
|
Raw data
OBJECTID
15778 BRKEY
15384 NBI No.
15384 On Under
1 Structure No.
6340R0530SX Control No.
040 Lane Ind.
S Milepoint
05300 Facility Carried
I-40 Feature Intersected
DEER CREEK Division
03 County
125 Location
5.3 MI E OK C/L Sufficiency
52.6 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
29.856 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1961 ADT Total
18150 ADT Year
2006 Design Load
HS 20 Skew
41 No. Main Spans
3 Road Width
29.856 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
53.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
448.163 Deck Width
33.136 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
7 Deck Rating
5 Super Rating
4 Sub Rating
4 Chan. Rating
6 Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
72.863 HS Inv. Rating Method
1 HS Inv. Method
43.652 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
29040 Future ADT Year
2026 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
M Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15384 ODOT County
63 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
4 Lft. Curb SW
0 Rt. Curb SW
0 Description
(70ft.-140ft.-70ft. CONT.) Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6340 0530SX H Index
53.2999 Latitude
35:22:36 Longitude
-97:03:06 I257A
_ I257B
1 I257C
0 I257D
_ I257E
_ I263
_ Roadway Name
I-40 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15384 Vault Link
http://plansrv1/bridgemaintvault/b15384 GIS FO/SD
SD H Inv. Method
27.778 Latitude DD
35.37666667 Longitude DD
-97.05166667 ODOT County Number
63 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
15778 x
-10803742.1143429 y
4215187.18714877 |
|||||||||||||||||||||||||||||||||||||
| 15289 | 6323 0680 X | 15289 | Pottawatomie | U.S. 270 | O'FLOW | 6323 0680 X | (12ft.-14ft.-12ft.) X 8ft. X | 1961 | 35.30811944 | -96.94357778 | 41.01 | 109.908 | — | 3 | 0 | 4 | 76.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 96.2 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | C | 11700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15776 BRKEY
15289 NBI No.
15289 On Under
1 Structure No.
6323 0680 X Control No.
023 Lane Ind.
Milepoint
06800 Facility Carried
U.S. 270 Feature Intersected
O'FLOW Division
03 County
125 Location
4.4 MI S JCT SH 3 Sufficiency
96.2 Kind Hwy
2 Level Service
1 Route No.
00270 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
76.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
1961 ADT Total
11700 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
76.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
5 Appr. Roadway Width
76.001 Span Type Main
M Material
1 - Concrete Design
19 Length
41.01 Deck Width
109.908 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
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
5 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
18720 Future ADT Year
2042 Bypass Detour
3.106856 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15289 ODOT County
63 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(12ft.-14ft.-12ft.) X 8ft. X Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6323 0680 X H Index
98.7667 Latitude
35:18:29.23 Longitude
-96:56:36.88 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 270 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15289 Vault Link
http://plansrv1/bridgemaintvault/b15289 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
35.30811944 Longitude DD
-96.94357778 ODOT County Number
63 Maint. Dist.
3 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
15776 x
-10791709.7141477 y
4205832.58144134 |
|||||||||||||||||||||||||||||||||||||
| 15288 | 6806 0544 X | 15288 | Sequoyah | U.S. 64 | GRAVEYARD BRANCH CREEK | 6806 0544 X | (3) 10ft. X 10ft. X 91.9ft. LONG RCB SK 45° | 1961 | 35.50042222 | -94.98467778 | 45 | 63 | — | 3 | 45 | 2 | 61 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 88 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Fair (5) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 1300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15775 BRKEY
15288 NBI No.
15288 On Under
1 Structure No.
6806 0544 X Control No.
006 Lane Ind.
Milepoint
05440 Facility Carried
U.S. 64 Feature Intersected
GRAVEYARD BRANCH CREEK Division
01 County
135 Location
5.44 E JCT SH-10 Sufficiency
88 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
32 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
1961 ADT Total
1300 ADT Year
2022 Design Load
HS 20 Skew
45 No. Main Spans
3 Road Width
61 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
6 Appr. Roadway Width
32 Span Type Main
M Material
1 - Concrete Design
19 Length
45 Deck Width
63 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
5 Structure Rating
5 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
100 HS Inv. Rating Method
1 HS Inv. Method
70.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2080 Future ADT Year
2042 Bypass Detour
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
15288 ODOT County
68 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 10ft. X 91.9ft. LONG RCB SK 45° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6806 0544 X H Index
66.5067 Latitude
35:30:01.52 Longitude
-94:59:04.84 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 64 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
06-0544 NBI Text
15288 Vault Link
http://plansrv1/bridgemaintvault/b15288 GIS FO/SD
Meets Standards H Inv. Method
39.1 Latitude DD
35.50042222 Longitude DD
-94.98467778 ODOT County Number
68 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
15775 x
-10573645.9636328 y
4232096.19553118 |
|||||||||||||||||||||||||||||||||||||
| 15287 | 5818 0065 X | 15287 | Ottawa | U.S. 69 | CREEK | 5818 0065 X | 3-10ft.X 9ft.X 44ft. R.C. BOX WITH HANDRAILS SK. 45 DEG. | 1961 | 36.95293889 | -94.83066944 | 46.916 | 0 | — | 3 | 45 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 83.9 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Fair (5) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 2400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15774 BRKEY
15287 NBI No.
15287 On Under
1 Structure No.
5818 0065 X Control No.
018 Lane Ind.
Milepoint
00650 Facility Carried
U.S. 69 Feature Intersected
CREEK Division
08 County
115 Location
0.6 MI N US 69A Sufficiency
83.9 Kind Hwy
2 Level Service
1 Route No.
00069 Service Type On
1 Service Type Off
5 Vertical Clearance
_ 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
1961 ADT Total
2400 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
43.999 Span Type Main
M Material
1 - Concrete Design
19 Length
46.916 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
5 Structure Rating
5 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
67.3 HS Inv. Rating Method
1 HS Inv. Method
40.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3840 Future ADT Year
2042 Bypass Detour
9.941939 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
15287 ODOT County
58 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X 9ft.X 44ft. R.C. BOX WITH HANDRAILS SK. 45 DEG. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5818 0065 X H Index
90.5703 Latitude
36:57:10.58 Longitude
-94:49:50.41 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 69 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15287 Vault Link
http://plansrv1/bridgemaintvault/b15287 GIS FO/SD
Meets Standards H Inv. Method
22.8 Latitude DD
36.95293889 Longitude DD
-94.83066944 ODOT County Number
58 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
15774 x
-10556501.833646 y
4432549.10390771 |
|||||||||||||||||||||||||||||||||||||
| 15286 | 2719 0007 X | 15286 | Grant | S.H. 132 | CREEK | 2719 0007 X | (13ft.-17ft.-13ft.) X 10ft. X 34ft. R.C. BOX | 1961 | 36.59443056 | -98.015875 | 44.829 | 36.001 | — | 3 | 0 | 2 | 33.999 | 1 - Concrete | Culvert (19) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95 | 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 | 850 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15773 BRKEY
15286 NBI No.
15286 On Under
1 Structure No.
2719 0007 X Control No.
019 Lane Ind.
Milepoint
00070 Facility Carried
S.H. 132 Feature Intersected
CREEK Division
04 County
053 Location
.1 MI N GARFIELD C/L Sufficiency
95 Kind Hwy
3 Level Service
1 Route No.
00132 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
33.999 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
1961 ADT Total
850 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
33.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
3 Appr. Roadway Width
27.999 Span Type Main
M Material
1 - Concrete Design
19 Length
44.829 Deck Width
36.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
5 Approach Alignment
6 HS Operating Rating Method
2 HS Operating Rating
49.1 HS Inv. Rating Method
2 HS Inv. Method
36 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
1360 Future ADT Year
2042 Bypass Detour
15.99996 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
15286 ODOT County
27 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
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
(13ft.-17ft.-13ft.) X 10ft. X 34ft. R.C. BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2719 0007 X H Index
86.4996 Latitude
36:35:39.95 Longitude
-98:00:57.15 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 132 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
15286 Vault Link
http://plansrv1/bridgemaintvault/b15286 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
36.59443056 Longitude DD
-98.015875 ODOT County Number
27 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
15773 x
-10911077.2946571 y
4382725.40458058 |
|||||||||||||||||||||||||||||||||||||
| 15196 | 5233 2182EX | 15196 | Noble | I-35 N.B. | RED ROCK CREEK | 5233 2182EX | (64ft.-80ft.-64ft. CONT) & 2-60ft. I-BM. SPANS W/ SLOPE FACED PARAPETS | 1960 | 36.47553056 | -97.32684722 | 330.052 | 42.3 | — | 3 | 0 | 2 | 39.301 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 79.9 | Fair (5) | Good (7) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 8550 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15771 BRKEY
15196 NBI No.
15196 On Under
1 Structure No.
5233 2182EX Control No.
033 Lane Ind.
E Milepoint
21820 Facility Carried
I-35 N.B. Feature Intersected
RED ROCK CREEK Division
04 County
103 Location
5.4 MI N JCT US 412 Sufficiency
79.9 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
39.301 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1960 ADT Total
8550 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
39.301 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
71.998 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
330.052 Deck Width
42.3 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
6 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
54 HS Inv. Rating Method
1 HS Inv. Method
32 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
75 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
15196 ODOT County
52 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
3 Lft. Curb SW
0 Rt. Curb SW
0 Description
(64ft.-80ft.-64ft. CONT) & 2-60ft. I-BM. SPANS W/ SLOPE FACED PARAPETS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5233 2182EX H Index
85.6943 Latitude
36:28:31.91 Longitude
-97:19:36.65 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-35 N.B. 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
15196 Vault Link
http://plansrv1/bridgemaintvault/b15196 GIS FO/SD
Meets Standards H Inv. Method
26 Latitude DD
36.47553056 Longitude DD
-97.32684722 ODOT County Number
52 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
15771 x
-10834375.0730451 y
4366252.4754107 |
|||||||||||||||||||||||||||||||||||||
| 15195 | 7281R0755WX | 15195 | Tulsa | U.S. 169 | BIRD CREEK O'FL & RD UND | 7281 0755WX | 8-40ft. I-BM. SPANS SK. 60 DEG. | 1960 | 36.24748333 | -95.84825833 | 321.85 | 32.999 | — | 8 | 30 | 2 | 30 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 64.3 | Fair (5) | Satisfactory (6) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | C | 28150 | 2014 | 5 | Unmatched |
|
Raw data
OBJECTID
15770 BRKEY
15195 NBI No.
15195 On Under
1 Structure No.
7281R0755WX Control No.
081 Lane Ind.
W Milepoint
07550 Facility Carried
U.S. 169 Feature Intersected
BIRD CREEK O'FL & RD UND Division
08 County
143 Location
7.6 MI N JCT I-44 Sufficiency
64.3 Kind Hwy
2 Level Service
1 Route No.
00169 Service Type On
1 Service Type Off
6 Vertical Clearance
Y Horizontal Clearance
30 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
1960 ADT Total
28150 ADT Year
2014 Design Load
H 20 Skew
30 No. Main Spans
8 Road Width
30 Ref. Underclearance Rt.
H Underclearance Right
5 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
37.999 Span Type Main
M Material
3 - Steel Design
02 Length
321.85 Deck Width
32.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
4 Deck Rating
6 Super Rating
6 Sub Rating
5 Chan. Rating
8 Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
4 Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
50.817 HS Inv. Rating Method
1 HS Inv. Method
30.534 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
45040 Future ADT Year
2034 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
Y Existing Posting
1309 Max Measured Clearance
1402 Min Measured Clearance
1402 NBI Rating
15195 ODOT County
72 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
4 Lft. Curb SW
0 Rt. Curb SW
0 Description
8-40ft. I-BM. SPANS SK. 60 DEG. Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
7281 0755WX H Index
96.039 Latitude
36:14:50.94 Longitude
-95:50:53.73 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 169 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
15195 Vault Link
http://plansrv1/bridgemaintvault/b15195 GIS FO/SD
Meets Standards H Inv. Method
21.385 Latitude DD
36.24748333 Longitude DD
-95.84825833 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
15770 x
-10669779.3107177 y
4334728.34848768 |
|||||||||||||||||||||||||||||||||||||
| 15194 | 7281R0755EX | 15194 | Tulsa | U.S. 169 | BIRD CREEK O'FL & RD UND | 7281 0755EX | 8-40ft. I-BM. SPANS S | 1960 | 36.24733333 | -95.84794167 | 321.85 | 32.999 | — | 8 | 30 | 2 | 30 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 64.3 | Fair (5) | Satisfactory (6) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | C | 27450 | 2014 | 5 | Unmatched |
|
Raw data
OBJECTID
15769 BRKEY
15194 NBI No.
15194 On Under
1 Structure No.
7281R0755EX Control No.
081 Lane Ind.
E Milepoint
07550 Facility Carried
U.S. 169 Feature Intersected
BIRD CREEK O'FL & RD UND Division
08 County
143 Location
7.6 MI N JCT I-44 Sufficiency
64.3 Kind Hwy
2 Level Service
1 Route No.
00169 Service Type On
1 Service Type Off
6 Vertical Clearance
Y Horizontal Clearance
30 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
1960 ADT Total
27450 ADT Year
2014 Design Load
H 20 Skew
30 No. Main Spans
8 Road Width
30 Ref. Underclearance Rt.
H Underclearance Right
5 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
37.999 Span Type Main
M Material
3 - Steel Design
02 Length
321.85 Deck Width
32.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
6 Super Rating
6 Sub Rating
5 Chan. Rating
8 Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
4 Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
50.817 HS Inv. Rating Method
1 HS Inv. Method
30.534 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
43920 Future ADT Year
2034 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
Y Existing Posting
1309 Max Measured Clearance
1401 Min Measured Clearance
1401 NBI Rating
15194 ODOT County
72 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
4 Lft. Curb SW
0 Rt. Curb SW
0 Description
8-40ft. I-BM. SPANS S Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
7281 0755EX H Index
96.6318 Latitude
36:14:50.4 Longitude
-95:50:52.59 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 169 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
15194 Vault Link
http://plansrv1/bridgemaintvault/b15194 GIS FO/SD
Meets Standards H Inv. Method
21.385 Latitude DD
36.24733333 Longitude DD
-95.84794167 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
15769 x
-10669744.0602878 y
4334707.64356913 |
|||||||||||||||||||||||||||||||||||||
| 15193 | 5304R0468 X | 15193 | Nowata | U.S. 60 | KENTUCKY CREEK | 5304 0468 X | 5-50ft., 2-35ft. I-BM. S | 1960 | 36.699228 | -95.545222 | 320 | 32.001 | — | 7 | 0 | 2 | 27.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 67.4 | Fair (5) | Fair (5) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 1900 | 2016 | 5 | Unmatched |
|
Raw data
OBJECTID
15768 BRKEY
15193 NBI No.
15193 On Under
1 Structure No.
5304R0468 X Control No.
004 Lane Ind.
Milepoint
04680 Facility Carried
U.S. 60 Feature Intersected
KENTUCKY CREEK Division
08 County
105 Location
4.7 MI E JCT US 169 Sufficiency
67.4 Kind Hwy
2 Level Service
1 Route No.
00060 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
27.001 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
1960 ADT Total
1900 ADT Year
2016 Design Load
H 20 Skew
0 No. Main Spans
7 Road Width
27.001 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
3 - Steel Design
02 Length
320 Deck Width
32.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
5 Sub Rating
5 Chan. Rating
7 Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
70.548 HS Inv. Rating Method
1 HS Inv. Method
42.329 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3040 Future ADT Year
2036 Bypass Detour
16.777022 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
15193 ODOT County
53 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
5-50ft., 2-35ft. I-BM. S Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5304 0468 X H Index
79.2558 Latitude
36:41:57.22 Longitude
-95:32:42.8 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
15193 Vault Link
http://plansrv1/bridgemaintvault/b15193 GIS FO/SD
Meets Standards H Inv. Method
33.29 Latitude DD
36.699228 Longitude DD
-95.545222 ODOT County Number
53 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
15768 x
-10636045.4607703 y
4397265.5595958 |
|||||||||||||||||||||||||||||||||||||
| 15102 | 3625R1449WX | 15102 | Kay | I-35 | ABANDONED R.R. ROW UNDER | 3625 1449WX | 45ft.-40ft.-45ft. I-BM. SPANS SK 82 DEG. W/ SLOPE-FACED PARAPETS | 1960 | 36.80383889 | -97.34358889 | 131.89 | 41.001 | — | 3 | 8 | 2 | 37.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Closed (K) | 33.7 | Failed (0) | Failed (0) | Failed (0) | Failed (0) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 7750 | 2014 | 5 | Unmatched |
|
Raw data
OBJECTID
15766 BRKEY
15102 NBI No.
15102 On Under
1 Structure No.
3625R1449WX Control No.
025 Lane Ind.
W Milepoint
14490 Facility Carried
I-35 Feature Intersected
ABANDONED R.R. ROW UNDER Division
04 County
071 Location
0.6 MI S JCT SH 11 Sufficiency
33.7 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
0 Vertical Clearance
_ Horizontal Clearance
37.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1960 ADT Total
7750 ADT Year
2014 Design Load
HS 20 Skew
8 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
-1 Appr. Roadway Width
37.999 Span Type Main
M Material
3 - Steel Design
02 Length
131.89 Deck Width
41.001 Bridge Open Closed
K TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
0 Super Rating
0 Sub Rating
0 Chan. Rating
N Culv. Rating
N Structure Rating
0 Deck Geometry
6 Underclearance
N Bridge Posting
0 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
79.146 HS Inv. Rating Method
1 HS Inv. Method
47.51 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
12400 Future ADT Year
2034 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
CLOSED Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
15102 ODOT County
36 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
2 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
45ft.-40ft.-45ft. I-BM. SPANS SK 82 DEG. W/ SLOPE-FACED PARAPETS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
3625 1449WX H Index
0 Latitude
36:48:13.82 Longitude
-97:20:36.92 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-35 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15102 Vault Link
http://plansrv1/bridgemaintvault/b15102 GIS FO/SD
Meets Standards H Inv. Method
35.164 Latitude DD
36.80383889 Longitude DD
-97.34358889 ODOT County Number
36 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
15766 x
-10836238.7472246 y
4411799.61483096 |
|||||||||||||||||||||||||||||||||||||
| 15101 | 3625R1449EX | 15101 | Kay | I-35 | ABANDONED R.R. ROW UNDER | 3625 1449EX | 45ft.-40ft.-45ft. I-BM. SPANS SK 82 DEG. W/ SLOPE-FACED PARAPETS | 1960 | 36.80383889 | -97.34321667 | 131.89 | 41.001 | — | 3 | 8 | 2 | 37.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 69.9 | Poor (4) | Satisfactory (6) | Fair (5) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 7600 | 2014 | 5 | Unmatched |
|
Raw data
OBJECTID
15765 BRKEY
15101 NBI No.
15101 On Under
1 Structure No.
3625R1449EX Control No.
025 Lane Ind.
E Milepoint
14490 Facility Carried
I-35 Feature Intersected
ABANDONED R.R. ROW UNDER Division
04 County
071 Location
0.6 MI S JCT SH 11 Sufficiency
69.9 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
0 Vertical Clearance
_ Horizontal Clearance
16.001 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1960 ADT Total
7600 ADT Year
2014 Design Load
HS 20 Skew
8 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
-1 Appr. Roadway Width
37.999 Span Type Main
M Material
3 - Steel Design
02 Length
131.89 Deck Width
41.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
5 Sub Rating
4 Chan. Rating
N Culv. Rating
N Structure Rating
4 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
78.264 HS Inv. Rating Method
1 HS Inv. Method
46.958 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
12160 Future ADT Year
2034 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
15101 ODOT County
36 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
2 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
45ft.-40ft.-45ft. I-BM. SPANS SK 82 DEG. W/ SLOPE-FACED PARAPETS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
3625 1449EX H Index
65.9617 Latitude
36:48:13.82 Longitude
-97:20:35.58 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-35 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15101 Vault Link
http://plansrv1/bridgemaintvault/b15101 GIS FO/SD
SD H Inv. Method
34.833 Latitude DD
36.80383889 Longitude DD
-97.34321667 ODOT County Number
36 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
15765 x
-10836197.3118837 y
4411799.61483096 |
|||||||||||||||||||||||||||||||||||||
| 15100 | 1406R1338WX | 15100 | Cleveland | I-35 | 89TH ST. UNDER | 1406R1338WX | 36ft.-62ft.-36ft. CONT. CONC. SLAB SPANS WITH 2-18ft. SC | 1960 | 35.375 | -97.495 | 136.155 | 41.995 | — | 3 | 0 | 2 | 37.073 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 79 | Fair (5) | Fair (5) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 45950 | 2001 | 5 | Unmatched |
|
Raw data
OBJECTID
15764 BRKEY
15100 NBI No.
15100 On Under
1 Structure No.
1406R1338WX Control No.
006 Lane Ind.
W Milepoint
13380 Facility Carried
I-35 Feature Intersected
89TH ST. UNDER Division
03 County
027 Location
1.4 MI N OLD US77 Sufficiency
79 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
1 Vertical Clearance
_ Horizontal Clearance
33.793 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
1960 ADT Total
45950 ADT Year
2001 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
37.073 Ref. Underclearance Rt.
H Underclearance Right
13.451 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
50 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
136.155 Deck Width
41.995 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
9 Deck Rating
5 Super Rating
5 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
5 Underclearance
6 Bridge Posting
0 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
48.612 HS Inv. Rating Method
2 HS Inv. Method
35.715 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
35000 Future ADT Year
2018 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15100 ODOT County
14 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.64 Rt. Curb SW
1.64 Description
36ft.-62ft.-36ft. CONT. CONC. SLAB SPANS WITH 2-18ft. SC Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1406R1338WX H Index
67.8952 Latitude
35:22:30 Longitude
-97:29:42 I257A
_ I257B
1 I257C
0 I257D
_ I257E
_ I263
_ Roadway Name
I-35 Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15100 Vault Link
http://plansrv1/bridgemaintvault/b15100 GIS FO/SD
Meets Standards H Inv. Method
-1 Latitude DD
35.375 Longitude DD
-97.495 ODOT County Number
14 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
15764 x
-10853093.7548902 y
4214959.64334942 |
|||||||||||||||||||||||||||||||||||||
| 15099 | 1406R1338EX | 15099 | Cleveland | I-35 | 89TH ST. UNDER | 1406R1338EX | 36ft.-62ft.-36ft. CONT. CONC. SLAB SPANS WITH 2-18ft. SC | 1960 | 35.375 | -97.495 | 136.155 | 41.995 | — | 3 | 0 | 2 | 37.073 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 79 | Fair (5) | Fair (5) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 45950 | 2001 | 5 | Unmatched |
|
Raw data
OBJECTID
15763 BRKEY
15099 NBI No.
15099 On Under
1 Structure No.
1406R1338EX Control No.
006 Lane Ind.
E Milepoint
13380 Facility Carried
I-35 Feature Intersected
89TH ST. UNDER Division
03 County
027 Location
1.4 MI N OLD US77 Sufficiency
79 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
1 Vertical Clearance
_ Horizontal Clearance
33.793 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
1960 ADT Total
45950 ADT Year
2001 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
37.073 Ref. Underclearance Rt.
H Underclearance Right
13.451 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
50 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
136.155 Deck Width
41.995 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
9 Deck Rating
5 Super Rating
5 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
5 Underclearance
6 Bridge Posting
0 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
48.612 HS Inv. Rating Method
2 HS Inv. Method
35.715 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
35000 Future ADT Year
2018 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15099 ODOT County
14 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.64 Rt. Curb SW
1.64 Description
36ft.-62ft.-36ft. CONT. CONC. SLAB SPANS WITH 2-18ft. SC Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1406R1338EX H Index
65.5819 Latitude
35:22:30 Longitude
-97:29:42 I257A
_ I257B
1 I257C
0 I257D
_ I257E
_ I263
_ Roadway Name
I-35 Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15099 Vault Link
http://plansrv1/bridgemaintvault/b15099 GIS FO/SD
Meets Standards H Inv. Method
-1 Latitude DD
35.375 Longitude DD
-97.495 ODOT County Number
14 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
15763 x
-10853093.7548902 y
4214959.64334942 |
|||||||||||||||||||||||||||||||||||||
| 15098 | 1406R1241WX | 15098 | Cleveland | I-35 | N 27TH ST UNDER | 1406R1241WX | 36ft.-62ft.-36ft. CONC. SL | 1960 | 35.36166667 | -97.495 | 136.155 | 41.995 | — | 3 | 0 | 2 | 37.073 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 27 | Serious (3) | Serious (3) | Serious (3) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 47600 | 2001 | 5 | Unmatched |
|
Raw data
OBJECTID
15762 BRKEY
15098 NBI No.
15098 On Under
1 Structure No.
1406R1241WX Control No.
006 Lane Ind.
W Milepoint
12410 Facility Carried
I-35 Feature Intersected
N 27TH ST UNDER Division
03 County
027 Location
0.4 MI N OF OLD US77 Sufficiency
27 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
33.793 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
1960 ADT Total
47600 ADT Year
2001 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
37.073 Ref. Underclearance Rt.
H Underclearance Right
3.937 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
53.999 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
136.155 Deck Width
41.995 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
5 Deck Rating
3 Super Rating
3 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
3 Deck Geometry
5 Underclearance
2 Bridge Posting
0 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
48.612 HS Inv. Rating Method
2 HS Inv. Method
35.715 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
106470 Future ADT Year
2018 Bypass Detour
3.728227 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
Y Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15098 ODOT County
14 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.64 Rt. Curb SW
1.64 Description
36ft.-62ft.-36ft. CONC. SL Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1406R1241WX H Index
37.9138 Latitude
35:21:42 Longitude
-97:29:42 I257A
_ I257B
1 I257C
0 I257D
_ I257E
_ I263
_ Roadway Name
I-35 Scour
N Design Structure
1 - Slab FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15098 Vault Link
http://plansrv1/bridgemaintvault/b15098 GIS FO/SD
SD H Inv. Method
-1 Latitude DD
35.36166667 Longitude DD
-97.495 ODOT County Number
14 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
15762 x
-10853093.7548902 y
4213139.46619847 |
|||||||||||||||||||||||||||||||||||||
| 15097 | 1406R1241EX | 15097 | Cleveland | I-35 | 27TH ST. UNDER | 1406R1241EX | 36ft.-62ft.-36ft. CONT. CONC. SLAB SPANS WITH 2-18ft. SC | 1960 | 35.36166667 | -97.495 | 136.155 | 41.995 | — | 3 | 0 | 2 | 37.073 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 76 | 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 | 47600 | 2001 | 5 | Unmatched |
|
Raw data
OBJECTID
15761 BRKEY
15097 NBI No.
15097 On Under
1 Structure No.
1406R1241EX Control No.
006 Lane Ind.
E Milepoint
12410 Facility Carried
I-35 Feature Intersected
27TH ST. UNDER Division
03 County
027 Location
0.4 MI N OF OLD US77 Sufficiency
76 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
33.793 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
1960 ADT Total
47600 ADT Year
2001 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
37.073 Ref. Underclearance Rt.
H Underclearance Right
3.937 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
53.999 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
136.155 Deck Width
41.995 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
5 Deck Rating
6 Super Rating
6 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
5 Underclearance
4 Bridge Posting
0 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
48.612 HS Inv. Rating Method
2 HS Inv. Method
35.715 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
106470 Future ADT Year
2018 Bypass Detour
3.728227 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
Y Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15097 ODOT County
14 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.64 Rt. Curb SW
1.64 Description
36ft.-62ft.-36ft. CONT. CONC. SLAB SPANS WITH 2-18ft. SC Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1406R1241EX H Index
82.9934 Latitude
35:21:42 Longitude
-97:29:42 I257A
_ I257B
1 I257C
0 I257D
_ I257E
_ I263
_ Roadway Name
I-35 Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15097 Vault Link
http://plansrv1/bridgemaintvault/b15097 GIS FO/SD
Meets Standards H Inv. Method
-1 Latitude DD
35.36166667 Longitude DD
-97.495 ODOT County Number
14 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
15761 x
-10853093.7548902 y
4213139.46619847 |
|||||||||||||||||||||||||||||||||||||
| 15383 | 6340R0530NX | 15383 | Pottawatomie | I-40 | DEER CREEK | 6340 0530NX | (70ft.-140ft.-70ft. CONT.) | 1961 | 35.37666667 | -97.05166667 | 445.866 | 33.136 | — | 3 | 41 | 2 | 29.856 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 52.6 | Poor (4) | Fair (5) | Poor (4) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 18150 | 2006 | 5 | Unmatched |
|
Raw data
OBJECTID
15760 BRKEY
15383 NBI No.
15383 On Under
1 Structure No.
6340R0530NX Control No.
040 Lane Ind.
N Milepoint
05300 Facility Carried
I-40 Feature Intersected
DEER CREEK Division
03 County
125 Location
5.3 MI E OK C/L Sufficiency
52.6 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
29.856 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1961 ADT Total
18150 ADT Year
2006 Design Load
HS 20 Skew
41 No. Main Spans
3 Road Width
29.856 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
53.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
445.866 Deck Width
33.136 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
7 Deck Rating
5 Super Rating
4 Sub Rating
5 Chan. Rating
7 Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
72.863 HS Inv. Rating Method
1 HS Inv. Method
43.652 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
29040 Future ADT Year
2026 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
M Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15383 ODOT County
63 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
4 Lft. Curb SW
0 Rt. Curb SW
0 Description
(70ft.-140ft.-70ft. CONT.) Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6340 0530NX H Index
58.0834 Latitude
35:22:36 Longitude
-97:03:06 I257A
_ I257B
1 I257C
0 I257D
_ I257E
_ I263
_ Roadway Name
I-40 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15383 Vault Link
http://plansrv1/bridgemaintvault/b15383 GIS FO/SD
SD H Inv. Method
27.778 Latitude DD
35.37666667 Longitude DD
-97.05166667 ODOT County Number
63 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
15760 x
-10803742.1143429 y
4215187.18714877 |
|||||||||||||||||||||||||||||||||||||
| 15382 | 3204 1578 X | 15382 | Hughes | U.S. 75 | WEWOKA CREEK | 3204 1578 X | (80ft.-100ft.-80ft. CONT.) | 1961 | 35.19598333 | -96.24811389 | 402 | 30 | — | 3 | 0 | 2 | 28 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 79.2 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 1700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15759 BRKEY
15382 NBI No.
15382 On Under
1 Structure No.
3204 1578 X Control No.
004 Lane Ind.
Milepoint
15780 Facility Carried
U.S. 75 Feature Intersected
WEWOKA CREEK Division
03 County
063 Location
2.5 MI S JCT SH 9 Sufficiency
79.2 Kind Hwy
2 Level Service
1 Route No.
00075 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
28 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
1961 ADT Total
1700 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
28 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
4 - Steel Continuous Design
02 Length
402 Deck Width
30 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
6 Sub Rating
6 Chan. Rating
5 Culv. Rating
N Structure Rating
6 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
7 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
2720 Future ADT Year
2042 Bypass Detour
27.961703 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15382 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
(80ft.-100ft.-80ft. CONT.) Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3204 1578 X H Index
92.8183 Latitude
35:11:45.54 Longitude
-96:14:53.21 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
NBI Text
15382 Vault Link
http://plansrv1/bridgemaintvault/b15382 GIS FO/SD
Meets Standards H Inv. Method
21 Latitude DD
35.19598333 Longitude DD
-96.24811389 ODOT County Number
32 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
15759 x
-10714291.0280478 y
4190546.4936286 |
|||||||||||||||||||||||||||||||||||||
| 15381 | 6340R0604SX | 15381 | Pottawatomie | I-40 | N. CANADIAN RIVER O'FLOW | 6340 0604SX | 10-40ft. I-BM. SPANS | 1961 | 35.377475 | -97.03680833 | 400.919 | 33.136 | — | 10 | 0 | 2 | 29.856 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 23 | Serious (3) | Fair (5) | Poor (4) | Serious (3) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 17750 | 2006 | 5 | Unmatched |
|
Raw data
OBJECTID
15758 BRKEY
15381 NBI No.
15381 On Under
1 Structure No.
6340R0604SX Control No.
040 Lane Ind.
S Milepoint
06040 Facility Carried
I-40 Feature Intersected
N. CANADIAN RIVER O'FLOW Division
03 County
125 Location
6.1 MI E OK C/L Sufficiency
23 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
9 Vertical Clearance
N Horizontal Clearance
29.856 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1961 ADT Total
17750 ADT Year
2006 Design Load
HS 20 Skew
0 No. Main Spans
10 Road Width
29.856 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
37.999 Span Type Main
M Material
3 - Steel Design
02 Length
400.919 Deck Width
33.136 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
5 Super Rating
4 Sub Rating
3 Chan. Rating
8 Culv. Rating
N Structure Rating
3 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
87.744 HS Inv. Rating Method
1 HS Inv. Method
52.58 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
28400 Future ADT Year
2026 Bypass Detour
4.97097 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
M Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15381 ODOT County
63 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
4 Lft. Curb SW
0 Rt. Curb SW
0 Description
10-40ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6340 0604SX H Index
60.0075 Latitude
35:22:38.91 Longitude
-97:02:12.51 I257A
_ I257B
1 I257C
0 I257D
_ I257E
_ I263
_ Roadway Name
I-40 Scour
4 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15381 Vault Link
http://plansrv1/bridgemaintvault/b15381 GIS FO/SD
SD H Inv. Method
37.148 Latitude DD
35.377475 Longitude DD
-97.03680833 ODOT County Number
63 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
15758 x
-10802088.0915001 y
4215297.5469081 |
|||||||||||||||||||||||||||||||||||||
| 15380 | 6340R0604NX | 15380 | Pottawatomie | I-40 | N. CANADIAN RIVER O'FLOW | 6340 0604NX | 10-40ft. I-BM. SPANS | 1961 | 35.37772778 | -97.03687222 | 400.919 | 33.136 | — | 10 | 0 | 2 | 29.856 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 23 | Serious (3) | Fair (5) | Poor (4) | Serious (3) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 17750 | 2006 | 5 | Unmatched |
|
Raw data
OBJECTID
15757 BRKEY
15380 NBI No.
15380 On Under
1 Structure No.
6340R0604NX Control No.
040 Lane Ind.
N Milepoint
06040 Facility Carried
I-40 Feature Intersected
N. CANADIAN RIVER O'FLOW Division
03 County
125 Location
6.1 MI E OK C/L Sufficiency
23 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
9 Vertical Clearance
N Horizontal Clearance
29.856 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1961 ADT Total
17750 ADT Year
2006 Design Load
HS 20 Skew
0 No. Main Spans
10 Road Width
29.856 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
37.999 Span Type Main
M Material
3 - Steel Design
02 Length
400.919 Deck Width
33.136 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
5 Super Rating
4 Sub Rating
3 Chan. Rating
8 Culv. Rating
N Structure Rating
3 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
87.744 HS Inv. Rating Method
1 HS Inv. Method
52.58 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
28400 Future ADT Year
2026 Bypass Detour
4.97097 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
M Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15380 ODOT County
63 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
4 Lft. Curb SW
0 Rt. Curb SW
0 Description
10-40ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6340 0604NX H Index
57.9695 Latitude
35:22:39.82 Longitude
-97:02:12.74 I257A
_ I257B
1 I257C
0 I257D
_ I257E
_ I263
_ Roadway Name
I-40 Scour
4 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15380 Vault Link
http://plansrv1/bridgemaintvault/b15380 GIS FO/SD
SD H Inv. Method
37.148 Latitude DD
35.37772778 Longitude DD
-97.03687222 ODOT County Number
63 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
15757 x
-10802095.2037023 y
4215332.05870821 |
|||||||||||||||||||||||||||||||||||||
| 15379 | 6340 0810 XR | 15379 | Pottawatomie | U.S. 270 RAMP S-W | I-40 /U.S. 177 UNDER | 6340 0811 XR | 97ft.-97ft.-90ft.-80ft. PLATE GIRDER SPANS | 1961 | 35.383747 | -97.001158 | 367.126 | 30.84 | — | 4 | 0 | 1 | 27.9 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 59.5 | Poor (4) | Satisfactory (6) | Good (7) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | A | 16100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15756 BRKEY
15379 NBI No.
15379 On Under
1 Structure No.
6340 0810 XR Control No.
Lane Ind.
Milepoint
Facility Carried
U.S. 270 RAMP S-W Feature Intersected
I-40 /U.S. 177 UNDER Division
03 County
125 Location
8.1 MI E OK C/L Sufficiency
59.5 Kind Hwy
2 Level Service
7 Route No.
00270 Service Type On
6 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
27.9 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1961 ADT Total
16100 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
4 Road Width
27.9 Ref. Underclearance Rt.
H Underclearance Right
3.937 Underclearance Left
3.937 Deck Structure Type
1 No. Lanes
1 Fill RCB
Appr. Roadway Width
27.9 Span Type Main
M Material
3 - Steel Design
02 Length
367.126 Deck Width
30.84 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
4 Chan. Rating
N Culv. Rating
N Structure Rating
4 Deck Geometry
9 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
85.098 HS Inv. Rating Method
1 HS Inv. Method
51.147 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
25760 Future ADT Year
2042 Bypass Detour
4.97097 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
15379 ODOT County
63 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
4 Lft. Curb SW
0 Rt. Curb SW
0 Description
97ft.-97ft.-90ft.-80ft. PLATE GIRDER SPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6340 0811 XR H Index
89.2839 Latitude
35:23:01.49 Longitude
-97:00:04.17 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
1 Roadway Name
U.S. 270 RAMP S-W TO I-40 WB Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete and Structurally Deficient Service Level
7 - Ramp, Wye, Connector, etc. Historical Significance
5 Local Bridge ID
-1 NBI Text
15379 Vault Link
http://plansrv1/bridgemaintvault/b15379 GIS FO/SD
FOSD H Inv. Method
35.825 Latitude DD
35.383747 Longitude DD
-97.001158 ODOT County Number
63 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
15756 x
-10798119.5149179 y
4216153.88872594 |
|||||||||||||||||||||||||||||||||||||
| 15378 | 5233 1310WX | 15378 | Noble | I-35 S.B. | BLACK BEAR CREEK | 5233 1310WX | 4-85ft. CONT. I-BM. SPANS SK. 45 DEG W/ SLOPED FACED PARAPETS | 1961 | 36.34882778 | -97.32713611 | 340.879 | 42.3 | — | 4 | 45 | 2 | 39.301 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 82 | Fair (5) | Satisfactory (6) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 8000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15755 BRKEY
15378 NBI No.
15378 On Under
1 Structure No.
5233 1310WX Control No.
033 Lane Ind.
W Milepoint
13100 Facility Carried
I-35 S.B. Feature Intersected
BLACK BEAR CREEK Division
04 County
103 Location
5.1 MI N JCT US 77 Sufficiency
82 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
39.301 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1961 ADT Total
8000 ADT Year
2022 Design Load
HS 20 Skew
45 No. Main Spans
4 Road Width
39.301 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
4 - Steel Continuous Design
02 Length
340.879 Deck Width
42.3 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
5 Chan. Rating
7 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
49 HS Inv. Rating Method
1 HS Inv. Method
29 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
12800 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
15378 ODOT County
52 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
2 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
4-85ft. CONT. I-BM. SPANS SK. 45 DEG W/ SLOPED FACED PARAPETS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5233 1310WX H Index
88.7302 Latitude
36:20:55.78 Longitude
-97:19:37.69 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-35 S.B. 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
15378 Vault Link
http://plansrv1/bridgemaintvault/b15378 GIS FO/SD
Meets Standards H Inv. Method
16 Latitude DD
36.34882778 Longitude DD
-97.32713611 ODOT County Number
52 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
15755 x
-10834407.2321328 y
4348726.3047691 |
|||||||||||||||||||||||||||||||||||||
| 15191 | 6129 0339 X | 15191 | Pittsburg | S.H. 113 | COAL CREEK | 6129 0339 X | 3-100ft. CONT. I-BM. S | 1960 | 35.01324167 | -95.77090278 | 304 | 32 | — | 3 | 0 | 2 | 28 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 69.7 | Fair (5) | Fair (5) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15748 BRKEY
15191 NBI No.
15191 On Under
1 Structure No.
6129 0339 X Control No.
029 Lane Ind.
Milepoint
03390 Facility Carried
S.H. 113 Feature Intersected
COAL CREEK Division
02 County
121 Location
3.5 MI NW JCT US 69 Sufficiency
69.7 Kind Hwy
3 Level Service
1 Route No.
00113 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
28 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
1960 ADT Total
1600 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
28 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
32 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
304 Deck Width
32 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
5 Super Rating
5 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
53.6 HS Inv. Rating Method
1 HS Inv. Method
32.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2560 Future ADT Year
2042 Bypass Detour
11.184681 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15191 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
1 Lft. Curb SW
1 Rt. Curb SW
1 Description
3-100ft. CONT. I-BM. S Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6129 0339 X H Index
64.3239 Latitude
35:00:47.67 Longitude
-95:46:15.25 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 113 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
096 NBI Text
15191 Vault Link
http://plansrv1/bridgemaintvault/b15191 GIS FO/SD
Meets Standards H Inv. Method
21.1 Latitude DD
35.01324167 Longitude DD
-95.77090278 ODOT County Number
61 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
15748 x
-10661168.1302817 y
4165680.77975811 |
|||||||||||||||||||||||||||||||||||||
| 15190 | 0812 1973 X | 15190 | Caddo | U.S. 281 | SUGAR CREEK | 0812 1973 X | 7-40ft. I-BM. SPANS SK.30 DEG. | 1960 | 35.30878611 | -98.33456111 | 282.152 | 32.169 | — | 7 | 30 | 2 | 30 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 56.4 | Fair (5) | Very good (8) | Very good (8) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 2800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15747 BRKEY
15190 NBI No.
15190 On Under
1 Structure No.
0812 1973 X Control No.
012 Lane Ind.
Milepoint
19730 Facility Carried
U.S. 281 Feature Intersected
SUGAR CREEK Division
07 County
015 Location
0.3 SE SH152 BINGER Sufficiency
56.4 Kind Hwy
2 Level Service
1 Route No.
00281 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
30 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
1960 ADT Total
2800 ADT Year
2022 Design Load
H 20 Skew
30 No. Main Spans
7 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
30.03 Span Type Main
M Material
3 - Steel Design
02 Length
282.152 Deck Width
32.169 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
8 Super Rating
8 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
73 HS Inv. Rating Method
1 HS Inv. Method
44 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4480 Future ADT Year
2042 Bypass Detour
59.030263 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
15190 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.
0 DK Surf. Type
5 Lft. Curb SW
0 Rt. Curb SW
0 Description
7-40ft. I-BM. SPANS SK.30 DEG. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0812 1973 X H Index
96.4077 Latitude
35:18:31.63 Longitude
-98:20:04.42 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 281 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
31 NBI Text
15190 Vault Link
http://plansrv1/bridgemaintvault/b15190 GIS FO/SD
Meets Standards H Inv. Method
31 Latitude DD
35.30878611 Longitude DD
-98.33456111 ODOT County Number
8 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
15747 x
-10946553.2701452 y
4205923.52336032 |
|||||||||||||||||||||||||||||||||||||
| 15189 | 7281R0716WX | 15189 | Tulsa | U.S. 169 | BIRD CREEK O'FLOW | 7281 0716WX | 7-40ft. I-BM. SPANS | 1960 | 36.24175278 | -95.84826944 | 280.84 | 32.001 | — | 7 | 0 | 2 | 30 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 50.1 | Poor (4) | Satisfactory (6) | Fair (5) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | C | 28150 | 2014 | 5 | Unmatched |
|
Raw data
OBJECTID
15746 BRKEY
15189 NBI No.
15189 On Under
1 Structure No.
7281R0716WX Control No.
081 Lane Ind.
W Milepoint
07160 Facility Carried
U.S. 169 Feature Intersected
BIRD CREEK O'FLOW Division
08 County
143 Location
7.2 MI N JCT I-44 Sufficiency
50.1 Kind Hwy
2 Level Service
1 Route No.
00169 Service Type On
1 Service Type Off
9 Vertical Clearance
N Horizontal Clearance
30 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
1960 ADT Total
28150 ADT Year
2014 Design Load
H 20 Skew
0 No. Main Spans
7 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
37.999 Span Type Main
M Material
3 - Steel Design
02 Length
280.84 Deck Width
32.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
4 Deck Rating
6 Super Rating
5 Sub Rating
4 Chan. Rating
8 Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
50.817 HS Inv. Rating Method
1 HS Inv. Method
30.534 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
45040 Future ADT Year
2034 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15189 ODOT County
72 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
4 Lft. Curb SW
0 Rt. Curb SW
0 Description
7-40ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
7281 0716WX H Index
89.1818 Latitude
36:14:30.31 Longitude
-95:50:53.77 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 169 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15189 Vault Link
http://plansrv1/bridgemaintvault/b15189 GIS FO/SD
SD H Inv. Method
21.385 Latitude DD
36.24175278 Longitude DD
-95.84826944 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
15746 x
-10669780.5474773 y
4333937.37292089 |
|||||||||||||||||||||||||||||||||||||
| 15188 | 7281R0716EX | 15188 | Tulsa | U.S. 169 | BIRD CREEK O'FLOW | 7281 0716EX | 7-40ft. I-BM. SPANS | 1960 | 36.24175278 | -95.84795 | 280.84 | 32.001 | — | 7 | 0 | 2 | 30 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 66.3 | Fair (5) | Good (7) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | C | 27450 | 2014 | 5 | Unmatched |
|
Raw data
OBJECTID
15745 BRKEY
15188 NBI No.
15188 On Under
1 Structure No.
7281R0716EX Control No.
081 Lane Ind.
E Milepoint
07160 Facility Carried
U.S. 169 Feature Intersected
BIRD CREEK O'FLOW Division
08 County
143 Location
7.2 MI N JCT I-44 Sufficiency
66.3 Kind Hwy
2 Level Service
1 Route No.
00169 Service Type On
1 Service Type Off
9 Vertical Clearance
N Horizontal Clearance
30 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
1960 ADT Total
27450 ADT Year
2014 Design Load
H 20 Skew
0 No. Main Spans
7 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
37.999 Span Type Main
M Material
3 - Steel Design
02 Length
280.84 Deck Width
32.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
4 Deck Rating
7 Super Rating
6 Sub Rating
5 Chan. Rating
8 Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
50.817 HS Inv. Rating Method
1 HS Inv. Method
30.534 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
43920 Future ADT Year
2034 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15188 ODOT County
72 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
4 Lft. Curb SW
0 Rt. Curb SW
0 Description
7-40ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
7281 0716EX H Index
92.4646 Latitude
36:14:30.31 Longitude
-95:50:52.62 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 169 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
15188 Vault Link
http://plansrv1/bridgemaintvault/b15188 GIS FO/SD
Meets Standards H Inv. Method
21.385 Latitude DD
36.24175278 Longitude DD
-95.84795 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
15745 x
-10669744.9875791 y
4333937.37292089 |
|||||||||||||||||||||||||||||||||||||
| 15186 | 4518 1183 X | 15186 | McCurtain | U.S. 259 | EAGLE FORK CREEK | 4518 1183 X | 80ft. - 100ft. - 80ft. CONTINUOUS I-BEAM | 1960 | 34.45058056 | -94.66353611 | 261.201 | 31.001 | — | 3 | 0 | 2 | 27.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 71.9 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 1600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15743 BRKEY
15186 NBI No.
15186 On Under
1 Structure No.
4518 1183 X Control No.
018 Lane Ind.
Milepoint
11830 Facility Carried
U.S. 259 Feature Intersected
EAGLE FORK CREEK Division
02 County
089 Location
11.9 E-N JCT SH-144 Sufficiency
71.9 Kind Hwy
2 Level Service
1 Route No.
00259 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
27.999 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
1960 ADT Total
1600 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
27.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
32.001 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
261.201 Deck Width
31.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
6 Sub Rating
7 Chan. Rating
7 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
58 HS Inv. Rating Method
1 HS Inv. Method
35 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2560 Future ADT Year
2042 Bypass Detour
70.214944 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15186 ODOT County
45 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
80ft. - 100ft. - 80ft. CONTINUOUS I-BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4518 1183 X H Index
96.1123 Latitude
34:27:02.09 Longitude
-94:39:48.73 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 259 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
63 NBI Text
15186 Vault Link
http://plansrv1/bridgemaintvault/b15186 GIS FO/SD
Meets Standards H Inv. Method
26 Latitude DD
34.45058056 Longitude DD
-94.66353611 ODOT County Number
45 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
15743 x
-10537896.6364559 y
4089465.64783618 |
|||||||||||||||||||||||||||||||||||||
| 15096 | 5317 0558 X | 15096 | Nowata | S.H. 28 | PANTHER CREEK | 5317 0558 X | 40ft.-50ft.-40ft. I-BM. SPANS WITH 2-18ft. SAFETY CURBS | 1960 | 36.61758333 | -95.48565833 | 132.874 | 32.001 | — | 3 | 0 | 2 | 27.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 58.5 | Poor (4) | Poor (4) | Good (7) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 680 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15742 BRKEY
15096 NBI No.
15096 On Under
1 Structure No.
5317 0558 X Control No.
017 Lane Ind.
Milepoint
05580 Facility Carried
S.H. 28 Feature Intersected
PANTHER CREEK Division
08 County
105 Location
5.7 MI S JCT US 60 Sufficiency
58.5 Kind Hwy
3 Level Service
1 Route No.
00028 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
27.999 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
1960 ADT Total
680 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
27.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
37.999 Span Type Main
M Material
3 - Steel Design
02 Length
132.874 Deck Width
32.001 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
4 Super Rating
7 Sub Rating
4 Chan. Rating
7 Culv. Rating
N Structure Rating
4 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
51 HS Inv. Rating Method
1 HS Inv. Method
31 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1088 Future ADT Year
2042 Bypass Detour
27.961703 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
15096 ODOT County
53 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
40ft.-50ft.-40ft. I-BM. SPANS WITH 2-18ft. SAFETY CURBS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5317 0558 X H Index
65.1755 Latitude
36:37:03.3 Longitude
-95:29:08.37 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 28 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15096 Vault Link
http://plansrv1/bridgemaintvault/b15096 GIS FO/SD
SD H Inv. Method
23 Latitude DD
36.61758333 Longitude DD
-95.48565833 ODOT County Number
53 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
15742 x
-10629414.8633561 y
4385936.04135743 |
|||||||||||||||||||||||||||||||||||||
| 15095 | 6618R0050SX | 15095 | Rogers | U.S. 412 | SPUNKY CREEK | 6618R0050SX | 40ft.-60ft.-35ft.IBM SPANS | 1960 | 36.16281389 | -95.74545 | 136.155 | 30.84 | — | 3 | 0 | 2 | 27.887 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 49.9 | Fair (5) | Serious (3) | Satisfactory (6) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 11760 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
15741 BRKEY
15095 NBI No.
15095 On Under
1 Structure No.
6618R0050SX Control No.
018 Lane Ind.
S Milepoint
00500 Facility Carried
U.S. 412 Feature Intersected
SPUNKY CREEK Division
08 County
131 Location
0.4 MI E JCT I-44 Sufficiency
49.9 Kind Hwy
2 Level Service
1 Route No.
00412 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
27.887 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
1960 ADT Total
11760 ADT Year
1999 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
27.887 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
38.058 Span Type Main
M Material
3 - Steel Design
02 Length
136.155 Deck Width
30.84 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
5 Deck Rating
3 Super Rating
6 Sub Rating
7 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
2 Underclearance
N Bridge Posting
0 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
24.802 HS Inv. Rating Method
2 HS Inv. Method
24.802 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
5500 Future ADT Year
2017 Bypass Detour
26.718961 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NA Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15095 ODOT County
66 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
1.64 Rt. Curb SW
1.64 Description
40ft.-60ft.-35ft.IBM SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6618R0050SX H Index
73.3993 Latitude
36:09:46.13 Longitude
-95:44:43.62 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
U.S. 412 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15095 Vault Link
http://plansrv1/bridgemaintvault/b15095 GIS FO/SD
SD H Inv. Method
-1 Latitude DD
36.16281389 Longitude DD
-95.74545 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
15741 x
-10658334.7397728 y
4323047.50056395 |
|||||||||||||||||||||||||||||||||||||
| 15094 | 6618R0050NX | 15094 | Rogers | U.S. 412 | SPUNKY CREEK | 6618R0050NX | 40ft.-60ft.-35ft.I-BM SPAN | 1960 | 36.16306389 | -95.74545556 | 136.155 | 30.84 | — | 3 | 0 | 2 | 27.887 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 51.8 | Fair (5) | Poor (4) | Satisfactory (6) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 11760 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
15740 BRKEY
15094 NBI No.
15094 On Under
1 Structure No.
6618R0050NX Control No.
018 Lane Ind.
N Milepoint
00500 Facility Carried
U.S. 412 Feature Intersected
SPUNKY CREEK Division
08 County
131 Location
0.4 MI E JCT I-44 Sufficiency
51.8 Kind Hwy
2 Level Service
1 Route No.
00412 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
27.887 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
1960 ADT Total
11760 ADT Year
1999 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
27.887 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
38.058 Span Type Main
M Material
3 - Steel Design
02 Length
136.155 Deck Width
30.84 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
5 Deck Rating
4 Super Rating
6 Sub Rating
7 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
2 Underclearance
N Bridge Posting
0 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
24.802 HS Inv. Rating Method
2 HS Inv. Method
24.802 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
5500 Future ADT Year
2017 Bypass Detour
26.718961 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NA Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15094 ODOT County
66 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
1.64 Rt. Curb SW
1.64 Description
40ft.-60ft.-35ft.I-BM SPAN Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6618R0050NX H Index
74.7486 Latitude
36:09:47.03 Longitude
-95:44:43.64 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
U.S. 412 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
15094 Vault Link
http://plansrv1/bridgemaintvault/b15094 GIS FO/SD
SD H Inv. Method
-1 Latitude DD
36.16306389 Longitude DD
-95.74545556 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
15740 x
-10658335.3587092 y
4323081.97154012 |
|||||||||||||||||||||||||||||||||||||
| 15377 | 5233 1310EX | 15377 | Noble | I-35 N.B. | BLACK BEAR CREEK | 5233 1310EX | 4-85ft. CONT. I-BM. SPANS SK. 45 DEG. W/ SLOPED FACED PARAPETS | 1961 | 36.34913333 | -97.32675833 | 340.879 | 42.3 | — | 4 | 45 | 2 | 39.301 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 82 | Fair (5) | Good (7) | Good (7) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 8000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15736 BRKEY
15377 NBI No.
15377 On Under
1 Structure No.
5233 1310EX Control No.
033 Lane Ind.
E Milepoint
13100 Facility Carried
I-35 N.B. Feature Intersected
BLACK BEAR CREEK Division
04 County
103 Location
5.1 MI N JCT US 77 Sufficiency
82 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
39.301 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1961 ADT Total
8000 ADT Year
2022 Design Load
HS 20 Skew
45 No. Main Spans
4 Road Width
39.301 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
4 - Steel Continuous Design
02 Length
340.879 Deck Width
42.3 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
7 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49 HS Inv. Rating Method
1 HS Inv. Method
29 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
12800 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
15377 ODOT County
52 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
2 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
4-85ft. CONT. I-BM. SPANS SK. 45 DEG. W/ SLOPED FACED PARAPETS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5233 1310EX H Index
89.735 Latitude
36:20:56.88 Longitude
-97:19:36.33 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-35 NB Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
15377 Vault Link
http://plansrv1/bridgemaintvault/b15377 GIS FO/SD
Meets Standards H Inv. Method
16 Latitude DD
36.34913333 Longitude DD
-97.32675833 ODOT County Number
52 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
15736 x
-10834365.1778556 y
4348768.53564304 |
|||||||||||||||||||||||||||||||||||||
| 15376 | 5312 0684 X | 15376 | Nowata | S.H. 28 | BIG CREEK | 5312 0684 X | 98ft.-120ft.-98ft. CONT. I-BM. SPANS WITH 2-18ft. SAFETY CURBS | 1961 | 36.74906111 | -95.53144722 | 316 | 32 | — | 3 | 0 | 2 | 30 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94.3 | Good (7) | Very good (8) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 670 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
15735 BRKEY
15376 NBI No.
15376 On Under
1 Structure No.
5312 0684 X Control No.
012 Lane Ind.
Milepoint
06840 Facility Carried
S.H. 28 Feature Intersected
BIG CREEK Division
08 County
105 Location
4.5 MI N JCT US 60 Sufficiency
94.3 Kind Hwy
3 Level Service
1 Route No.
00028 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
30 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1961 ADT Total
670 ADT Year
2022 Design Load
NO VALUE GIVEN 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
0 Appr. Roadway Width
45 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
316 Deck Width
32 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
8 Super Rating
8 Sub Rating
7 Chan. Rating
6 Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
7 HS Operating Rating Method
3 HS Operating Rating
47 HS Inv. Rating Method
3 HS Inv. Method
36 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1072 Future ADT Year
2042 Bypass Detour
13.048795 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
15376 ODOT County
53 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
98ft.-120ft.-98ft. CONT. I-BM. SPANS WITH 2-18ft. SAFETY CURBS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5312 0684 X H Index
99.0847 Latitude
36:44:56.62 Longitude
-95:31:53.21 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 28 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
15376 Vault Link
http://plansrv1/bridgemaintvault/b15376 GIS FO/SD
Meets Standards H Inv. Method
35 Latitude DD
36.74906111 Longitude DD
-95.53144722 ODOT County Number
53 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
15735 x
-10634512.0592749 y
4404186.62328165 |