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 | |||||||||||||||||||||||||||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 25443 | 1406 1338 X | 25443 | Cleveland | I-35 | 89TH ST. UNDER | 1406 1338 X | 73ft.-70ft.-73ft. I-BEAM S | 2002 | 35.37756389 | -97.49518889 | 216.499 | 116.001 | — | 3 | 0 | 6 | 111.25 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 119200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
24835 BRKEY
25443 NBI No.
25443 On Under
1 Structure No.
1406 1338 X Control No.
006 Lane Ind.
Milepoint
13380 Facility Carried
I-35 Feature Intersected
89TH ST. UNDER Division
03 County
027 Location
1.4 MI N OLD US77 Sufficiency
94 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
55.6 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
2002 ADT Total
119200 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
111.25 Ref. Underclearance Rt.
H Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
6 Fill RCB
Appr. Roadway Width
72.001 Span Type Main
M Material
3 - Steel Design
02 Length
216.499 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.
2 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
9 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
101 HS Inv. Rating Method
1 HS Inv. Method
60 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
190720 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1609 Max Measured Clearance
1801 Min Measured Clearance
1700 NBI Rating
25443 ODOT County
14 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
2 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
73ft.-70ft.-73ft. I-BEAM S Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1406 1338 X H Index
94.5367 Latitude
35:22:39.23 Longitude
-97:29:42.68 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
I-35 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
25443 Vault Link
http://plansrv1/bridgemaintvault/b25443 GIS FO/SD
FO H Inv. Method
42 Latitude DD
35.37756389 Longitude DD
-97.49518889 ODOT County Number
14 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
24835 x
-10853114.7820288 y
4215309.6829584 |
|||||||||||||||||||||||||||||||||||||
| 25442 | 1406 1241 X | 25442 | Cleveland | I-35 | 27TH ST. UNDER | 1406 1241 X | 54ft.-41ft.-55ft.-55ft.-41ft.-54ft. TYPE II PC BEAM SPANS W/SFP- 2-55ft.-7 1/2ft. CLR RDY | 2002 | 35.36287222 | -97.49463889 | 300.801 | 118.376 | — | 6 | 0 | 6 | 111.25 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 84 | Satisfactory (6) | Good (7) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 126600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
24834 BRKEY
25442 NBI No.
25442 On Under
1 Structure No.
1406 1241 X Control No.
006 Lane Ind.
Milepoint
12410 Facility Carried
I-35 Feature Intersected
27TH ST. UNDER Division
03 County
027 Location
0.4 MI N OF OLD US77 Sufficiency
84 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
57.001 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
2002 ADT Total
126600 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
6 Road Width
111.25 Ref. Underclearance Rt.
H Underclearance Right
7.999 Underclearance Left
7.999 Deck Structure Type
1 No. Lanes
6 Fill RCB
Appr. Roadway Width
111.25 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
300.801 Deck Width
118.376 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
9 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
74 HS Inv. Rating Method
1 HS Inv. Method
44 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
202560 Future ADT Year
2042 Bypass Detour
3.728227 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1610 Max Measured Clearance
1702 Min Measured Clearance
1701 NBI Rating
25442 ODOT County
14 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
2 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
54ft.-41ft.-55ft.-55ft.-41ft.-54ft. TYPE II PC BEAM SPANS W/SFP- 2-55ft.-7 1/2ft. CLR RDY Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1406 1241 X H Index
99.03 Latitude
35:21:46.34 Longitude
-97:29:40.7 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 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
25442 Vault Link
http://plansrv1/bridgemaintvault/b25442 GIS FO/SD
Meets Standards H Inv. Method
34 Latitude DD
35.36287222 Longitude DD
-97.49463889 ODOT County Number
14 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
24834 x
-10853053.5563089 y
4213304.02746947 |
|||||||||||||||||||||||||||||||||||||
| 25363 | 4504 0941NX | 25363 | McCurtain | U.S. 70 | YANUBBEE CREEK | 4504 0941NX | 65ft. - 75ft. - 65ft. PC BEAM SK 15° | 1998 | 34.03105 | -94.71556111 | 207.001 | 41.001 | — | 3 | 15 | 2 | 36.001 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 100 | Very good (8) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 2750 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
24833 BRKEY
25363 NBI No.
25363 On Under
1 Structure No.
4504 0941NX Control No.
004 Lane Ind.
N Milepoint
09410 Facility Carried
U.S. 70 Feature Intersected
YANUBBEE CREEK Division
02 County
089 Location
1.5 E JCT US-259 Sufficiency
100 Kind Hwy
2 Level Service
1 Route No.
00070 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
36.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1998 ADT Total
2750 ADT Year
2022 Design Load
HS 20 Skew
15 No. Main Spans
3 Road Width
36.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
36.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
207.001 Deck Width
41.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
67 HS Inv. Rating Method
1 HS Inv. Method
38 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4400 Future ADT Year
2042 Bypass Detour
0.124274 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
25363 ODOT County
45 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
2.5 Rt. Curb SW
2.5 Description
65ft. - 75ft. - 65ft. PC BEAM SK 15° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4504 0941NX H Index
92.0276 Latitude
34:01:51.78 Longitude
-94:42:56.02 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 70 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
17 NBI Text
25363 Vault Link
http://plansrv1/bridgemaintvault/b25363 GIS FO/SD
Meets Standards H Inv. Method
28 Latitude DD
34.03105 Longitude DD
-94.71556111 ODOT County Number
45 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
24833 x
-10543688.0329644 y
4032972.044905 |
|||||||||||||||||||||||||||||||||||||
| 25362 | 7280 0960SX | 25362 | Tulsa | S.H. 51 EB | S. 129TH ST. E UNDER | 7280 0960SX | 57ft., 108ft., 57ft. PCB S | 1999 | 36.087925 | -95.83340556 | 221.129 | 72.5 | — | 3 | 32 | 4 | 68.898 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 96.8 | Satisfactory (6) | Good (7) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | B | 44550 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
24832 BRKEY
25362 NBI No.
25362 On Under
1 Structure No.
7280 0960SX Control No.
080 Lane Ind.
S Milepoint
09600 Facility Carried
S.H. 51 EB Feature Intersected
S. 129TH ST. E UNDER Division
08 County
143 Location
1.7 MI E US-169 Sufficiency
96.8 Kind Hwy
3 Level Service
1 Route No.
00051 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
68.898 Bridge System
B 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
1999 ADT Total
44550 ADT Year
2022 Design Load
HS 20 Skew
32 No. Main Spans
3 Road Width
68.898 Ref. Underclearance Rt.
H Underclearance Right
11.001 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
68.898 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
221.129 Deck Width
72.5 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
7 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
56.4 HS Inv. Rating Method
3 HS Inv. Method
31.1 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
71280 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1601 Max Measured Clearance
1607 Min Measured Clearance
1605 NBI Rating
25362 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
57ft., 108ft., 57ft. PCB S Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7280 0960SX H Index
99.4299 Latitude
36:05:16.53 Longitude
-95:50:00.26 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
1 Roadway Name
S.H. 51 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
25362 Vault Link
http://plansrv1/bridgemaintvault/b25362 GIS FO/SD
Meets Standards H Inv. Method
31 Latitude DD
36.087925 Longitude DD
-95.83340556 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
24832 x
-10668125.9079245 y
4312726.47067537 |
|||||||||||||||||||||||||||||||||||||
| 25361 | 7280 0960NX | 25361 | Tulsa | S.H. 51 WB | S. 129TH ST. E UNDER | 7280 0960NX | 57ft., 108ft., 57ft. PCB S | 1999 | 36.08826944 | -95.83340556 | 221.129 | 72.5 | — | 3 | 32 | 4 | 68.898 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 96.8 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | B | 41650 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
24831 BRKEY
25361 NBI No.
25361 On Under
1 Structure No.
7280 0960NX Control No.
080 Lane Ind.
N Milepoint
09600 Facility Carried
S.H. 51 WB Feature Intersected
S. 129TH ST. E UNDER Division
08 County
143 Location
1.7 MI E US - 169 Sufficiency
96.8 Kind Hwy
3 Level Service
1 Route No.
00051 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
68.898 Bridge System
B 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
1999 ADT Total
41650 ADT Year
2022 Design Load
HS 20 Skew
32 No. Main Spans
3 Road Width
68.898 Ref. Underclearance Rt.
H Underclearance Right
11.001 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
68.898 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
221.129 Deck Width
72.5 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
7 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
56.4 HS Inv. Rating Method
3 HS Inv. Method
31.1 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
66640 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1601 Max Measured Clearance
1709 Min Measured Clearance
1608 NBI Rating
25361 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
57ft., 108ft., 57ft. PCB S Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7280 0960NX H Index
98.8787 Latitude
36:05:17.77 Longitude
-95:50:00.26 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
1 Roadway Name
S.H. 51 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
25361 Vault Link
http://plansrv1/bridgemaintvault/b25361 GIS FO/SD
Meets Standards H Inv. Method
31 Latitude DD
36.08826944 Longitude DD
-95.83340556 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
24831 x
-10668125.9079245 y
4312773.91814887 |
|||||||||||||||||||||||||||||||||||||
| 25360 | 7280 0930EX | 25360 | Tulsa | S.H. 51 WB | E 51ST ST. UNDER | 7280 0930EX | 99ft.-113ft.-97ft.-73ft. CON | 1999 | 36.09011667 | -95.83723333 | 381.89 | 72.5 | — | 4 | 60 | 4 | 68.898 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94.6 | Satisfactory (6) | Good (7) | Very good (8) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | B | 44550 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
24830 BRKEY
25360 NBI No.
25360 On Under
1 Structure No.
7280 0930EX Control No.
080 Lane Ind.
E Milepoint
09300 Facility Carried
S.H. 51 WB Feature Intersected
E 51ST ST. UNDER Division
08 County
143 Location
1.3 MI E US-169 Sufficiency
94.6 Kind Hwy
3 Level Service
1 Route No.
00051 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
68.898 Bridge System
B 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
1999 ADT Total
44550 ADT Year
2022 Design Load
HS 20 Skew
60 No. Main Spans
4 Road Width
68.898 Ref. Underclearance Rt.
H Underclearance Right
12.001 Underclearance Left
7.999 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
78.74 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
381.89 Deck Width
72.5 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
8 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
75.2 HS Inv. Rating Method
1 HS Inv. Method
45.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
71280 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
N Existing Posting
1703 Max Measured Clearance
1703 Min Measured Clearance
1702 NBI Rating
25360 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
99ft.-113ft.-97ft.-73ft. CON Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7280 0930EX H Index
94.0015 Latitude
36:05:24.42 Longitude
-95:50:14.04 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
1 Roadway Name
S.H. 51 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
25360 Vault Link
http://plansrv1/bridgemaintvault/b25360 GIS FO/SD
Meets Standards H Inv. Method
32 Latitude DD
36.09011667 Longitude DD
-95.83723333 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
24830 x
-10668552.0133317 y
4313028.38225983 |
|||||||||||||||||||||||||||||||||||||
| 25359 | 7280 0930WX | 25359 | Tulsa | S.H. 51 EB | E 51ST ST. UNDER | 7280 0930WX | 99ft.-113ft.-97ft.-73ft. CON | 1999 | 36.09011667 | -95.83783611 | 381.89 | 72.5 | — | 4 | 60 | 4 | 68.898 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94.6 | Satisfactory (6) | Satisfactory (6) | Very good (8) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | B | 44550 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
24829 BRKEY
25359 NBI No.
25359 On Under
1 Structure No.
7280 0930WX Control No.
080 Lane Ind.
W Milepoint
09300 Facility Carried
S.H. 51 EB Feature Intersected
E 51ST ST. UNDER Division
08 County
143 Location
1.3 MI E US-169 Sufficiency
94.6 Kind Hwy
3 Level Service
1 Route No.
00051 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
68.999 Bridge System
B 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
1999 ADT Total
44550 ADT Year
2022 Design Load
HS 20 Skew
60 No. Main Spans
4 Road Width
68.898 Ref. Underclearance Rt.
H Underclearance Right
12.001 Underclearance Left
7.999 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
78.74 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
381.89 Deck Width
72.5 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
8 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
8 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
75.2 HS Inv. Rating Method
1 HS Inv. Method
45.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
71280 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
N Existing Posting
1703 Max Measured Clearance
1900 Min Measured Clearance
1708 NBI Rating
25359 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
99ft.-113ft.-97ft.-73ft. CON Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7280 0930WX H Index
95.3058 Latitude
36:05:24.42 Longitude
-95:50:16.21 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
1 Roadway Name
S.H. 51 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
25359 Vault Link
http://plansrv1/bridgemaintvault/b25359 GIS FO/SD
Meets Standards H Inv. Method
32 Latitude DD
36.09011667 Longitude DD
-95.83783611 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
24829 x
-10668619.1144944 y
4313028.38225983 |
|||||||||||||||||||||||||||||||||||||
| 25270 | 2022 0151 X | 25270 | Custer | S.H. 34 | WHITESHIELD CREEK | 2022 0151 X | 30ft.-50ft.-30ft. P/S CONC. BEAM SPANS | 1997 | 35.66093056 | -99.37681667 | 111.877 | 42.001 | — | 3 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1600 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
24828 BRKEY
25270 NBI No.
25270 On Under
1 Structure No.
2022 0151 X Control No.
022 Lane Ind.
Milepoint
01510 Facility Carried
S.H. 34 Feature Intersected
WHITESHIELD CREEK Division
05 County
039 Location
1.5 N. JCT S.H. 33 Sufficiency
94 Kind Hwy
3 Level Service
1 Route No.
00034 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1997 ADT Total
1600 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
111.877 Deck Width
42.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
6 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
70 HS Inv. Rating Method
1 HS Inv. Method
42 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2560 Future ADT Year
2042 Bypass Detour
47.22421 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
25270 ODOT County
20 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
30ft.-50ft.-30ft. P/S CONC. BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2022 0151 X H Index
89.3487 Latitude
35:39:39.35 Longitude
-99:22:36.54 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 34 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
25270 Vault Link
http://plansrv1/bridgemaintvault/b25270 GIS FO/SD
Meets Standards H Inv. Method
31 Latitude DD
35.66093056 Longitude DD
-99.37681667 ODOT County Number
20 Maint. Dist.
5 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
24828 x
-11062576.6283609 y
4254065.68217459 |
|||||||||||||||||||||||||||||||||||||
| 25267 | 6502 0694 X | 25267 | Roger Mills | U.S. 283 | CURRANT CREEK | 6502 0694 X | 3-10ft. X 11.5ft. X 116ft. RDY. R.C.B. | 1998 | 35.51976389 | -99.66860556 | 30.84 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 92.3 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 2500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
24825 BRKEY
25267 NBI No.
25267 On Under
1 Structure No.
6502 0694 X Control No.
002 Lane Ind.
Milepoint
06940 Facility Carried
U.S. 283 Feature Intersected
CURRANT CREEK Division
05 County
129 Location
6.7 MI S JCT S.H. 47 Sufficiency
92.3 Kind Hwy
2 Level Service
1 Route No.
00283 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
99.9 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1998 ADT Total
2500 ADT Year
2022 Design Load
NO VALUE GIVEN 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
14 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
30.84 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
9 HS Operating Rating Method
3 HS Operating Rating
60 HS Inv. Rating Method
3 HS Inv. Method
36 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
4000 Future ADT Year
2042 Bypass Detour
39.999898 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
25267 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
3-10ft. X 11.5ft. X 116ft. RDY. R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6502 0694 X H Index
95.05 Latitude
35:31:11.15 Longitude
-99:40:06.98 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 283 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
25267 Vault Link
http://plansrv1/bridgemaintvault/b25267 GIS FO/SD
Meets Standards H Inv. Method
36 Latitude DD
35.51976389 Longitude DD
-99.66860556 ODOT County Number
65 Maint. Dist.
5 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
24825 x
-11095058.4190148 y
4234741.24458877 |
|||||||||||||||||||||||||||||||||||||
| 25358 | 5568 0003EXR | 25358 | Oklahoma | I-40 WB TO I-35 NB | UP R.R. UNDER | 5568 0003EXR | 74ft., 72ft., 65ft. PCB SPANS X 23ft. CLY RDWY W/ SLOPED FACE PARAPETS | 1999 | 35.469381 | -97.465736 | 210.958 | 27.999 | — | 3 | 0 | 1 | 22.966 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98 | 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 | 32500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
24810 BRKEY
25358 NBI No.
25358 On Under
1 Structure No.
5568 0003EXR Control No.
068 Lane Ind.
E Milepoint
00030 Facility Carried
I-40 WB TO I-35 NB Feature Intersected
UP R.R. UNDER Division
04 County
109 Location
N. EDGE FT. SMITH JCT. Sufficiency
98 Kind Hwy
1 Level Service
7 Route No.
00040 Service Type On
1 Service Type Off
2 Vertical Clearance
N Horizontal Clearance
22.966 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1999 ADT Total
32500 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
22.966 Ref. Underclearance Rt.
R Underclearance Right
17.999 Underclearance Left
0 Deck Structure Type
1 No. Lanes
1 Fill RCB
Appr. Roadway Width
22.966 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
210.958 Deck Width
27.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
6 Super Rating
6 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
7 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
77 HS Inv. Rating Method
1 HS Inv. Method
43 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
52000 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
60 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
2302 Max Measured Clearance
2305 Min Measured Clearance
2305 NBI Rating
25358 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
74ft., 72ft., 65ft. PCB SPANS X 23ft. CLY RDWY W/ SLOPED FACE PARAPETS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
R Alt. Structure Name
5568 0003EXR H Index
89.9371 Latitude
35:28:09.77 Longitude
-97:27:56.65 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-40 WB RAMP TO NB 1-35 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
7 - Ramp, Wye, Connector, etc. Historical Significance
5 Local Bridge ID
BR. G NBI Text
25358 Vault Link
http://plansrv1/bridgemaintvault/b25358 GIS FO/SD
Meets Standards H Inv. Method
33 Latitude DD
35.469381 Longitude DD
-97.465736 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
24810 x
-10849836.1013116 y
4227852.51813766 |
|||||||||||||||||||||||||||||||||||||
| 25354 | 6404 3626 X | 25354 | Pushmataha | U.S. 271 | KIAMICHI RIVER OVERFLOW | 6404 3626 X | (6) 85ft. PC BEAM | 1997 | 34.57697778 | -95.34199167 | 510 | 42.201 | — | 6 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.2 | Very good (8) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
24806 BRKEY
25354 NBI No.
25354 On Under
1 Structure No.
6404 3626 X Control No.
004 Lane Ind.
Milepoint
36260 Facility Carried
U.S. 271 Feature Intersected
KIAMICHI RIVER OVERFLOW Division
02 County
127 Location
0.98 SE JCT SH-2 Sufficiency
97.2 Kind Hwy
2 Level Service
1 Route No.
00271 Service Type On
1 Service Type Off
9 Vertical Clearance
N Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1997 ADT Total
900 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
6 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
510 Deck Width
42.201 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
9 Culv. Rating
N Structure Rating
8 Deck Geometry
8 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
57 HS Inv. Rating Method
3 HS Inv. Method
44 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1440 Future ADT Year
2042 Bypass Detour
39.767756 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
25354 ODOT County
64 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
1.099 Rt. Curb SW
1.099 Description
(6) 85ft. PC BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6404 3626 X H Index
100 Latitude
34:34:37.12 Longitude
-95:20:31.17 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 271 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
026 NBI Text
25354 Vault Link
http://plansrv1/bridgemaintvault/b25354 GIS FO/SD
Meets Standards H Inv. Method
43.9 Latitude DD
34.57697778 Longitude DD
-95.34199167 ODOT County Number
64 Maint. Dist.
2 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
24806 x
-10613421.9639209 y
4106541.68103521 |
|||||||||||||||||||||||||||||||||||||
| 25264 | 6502 0784 X | 25264 | Roger Mills | U.S. 283 | CURRANT CREEK | 6502 0784 X | 3-10ft.X8ft. UPSTREAM & 3-10ft.X10ft. DOWNSTREAMX116ft.CL.RDY.RCB.SKEWED 30 DEG. LF | 1998 | 35.53246389 | -99.67196667 | 30.84 | 0 | — | 3 | 30 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 92.3 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 2500 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
24805 BRKEY
25264 NBI No.
25264 On Under
1 Structure No.
6502 0784 X Control No.
002 Lane Ind.
Milepoint
07840 Facility Carried
U.S. 283 Feature Intersected
CURRANT CREEK Division
05 County
129 Location
5.8 MI S JCT S.H. 47 Sufficiency
92.3 Kind Hwy
2 Level Service
1 Route No.
00283 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
99.9 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1998 ADT Total
2500 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
30 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
23 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
30.84 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
9 HS Operating Rating Method
3 HS Operating Rating
60 HS Inv. Rating Method
3 HS Inv. Method
36 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
4000 Future ADT Year
2042 Bypass Detour
39.999898 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
25264 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
3-10ft.X8ft. UPSTREAM & 3-10ft.X10ft. DOWNSTREAMX116ft.CL.RDY.RCB.SKEWED 30 DEG. LF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6502 0784 X H Index
66.32 Latitude
35:31:56.87 Longitude
-99:40:19.08 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 283 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
25264 Vault Link
http://plansrv1/bridgemaintvault/b25264 GIS FO/SD
Meets Standards H Inv. Method
36 Latitude DD
35.53246389 Longitude DD
-99.67196667 ODOT County Number
65 Maint. Dist.
5 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
24805 x
-11095432.5760685 y
4236478.36593822 |
|||||||||||||||||||||||||||||||||||||
| 25441 | 1406R0942 X | 25441 | Cleveland | 19TH ST. (FAU9260 | I-35 UNDER | 1406 0942 X | 2-131.8 PC BM SPANS | 2000 | 35.32013611 | -97.49041389 | 272.001 | 29.701 | — | 2 | 0 | 2 | 27.602 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 78 | Satisfactory (6) | Good (7) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 19 - Local (Urban) | A | 5000 | 2007 | 5 | Unmatched |
|
Raw data
OBJECTID
24793 BRKEY
25441 NBI No.
25441 On Under
1 Structure No.
1406R0942 X Control No.
Lane Ind.
Milepoint
Facility Carried
19TH ST. (FAU9260 Feature Intersected
I-35 UNDER Division
03 County
027 Location
9.4 MI N MCCLAIN C/L Sufficiency
78 Kind Hwy
5 Level Service
1 Route No.
09260 Service Type On
1 Service Type Off
1 Vertical Clearance
N Horizontal Clearance
27.001 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
19 - Local (Urban) Year Built
2000 ADT Total
5000 ADT Year
2007 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
27.602 Ref. Underclearance Rt.
H Underclearance Right
9.843 Underclearance Left
13.78 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
27.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
272.001 Deck Width
29.701 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
7 Super Rating
6 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
3 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N 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
8000 Future ADT Year
2027 Bypass Detour
1.999945 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
1701 Min Measured Clearance
1610 NBI Rating
25441 ODOT County
14 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-131.8 PC BM SPANS Route Flag
Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1406 0942 X H Index
34.9913 Latitude
35:19:12.49 Longitude
-97:29:25.49 I257A
_ I257B
1 I257C
0 I257D
_ I257E
_ I263
_ Roadway Name
19TH ST. (FAU9260 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
25441 Vault Link
http://plansrv1/bridgemaintvault/b25441 GIS FO/SD
Meets Standards H Inv. Method
23.038 Latitude DD
35.32013611 Longitude DD
-97.49041389 ODOT County Number
14 Maint. Dist.
3 HPMS Functional Class
7 Rural/Urban
Urban ARC_ID_NUM
24793 x
-10852583.2314603 y
4207471.91680527 |
|||||||||||||||||||||||||||||||||||||
| 25440 | 1406 0941 X | 25440 | Cleveland | 19TH ST. (FAU9260) | I-35 UNDER | 1406 0941 X | 2-132 PC BM. SPANS | 2000 | 35.32016389 | -97.48979722 | 272.001 | 67.999 | — | 2 | 0 | 4 | 67.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.2 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 19 - Local (Urban) | A | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
24792 BRKEY
25440 NBI No.
25440 On Under
1 Structure No.
1406 0941 X Control No.
Lane Ind.
Milepoint
Facility Carried
19TH ST. (FAU9260) Feature Intersected
I-35 UNDER Division
03 County
027 Location
9.4 MI N MCCLAIN C/L Sufficiency
97.2 Kind Hwy
5 Level Service
1 Route No.
09260 Service Type On
1 Service Type Off
1 Vertical Clearance
N Horizontal Clearance
27.559 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
19 - Local (Urban) Year Built
2000 ADT Total
5000 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
2 Road Width
67.999 Ref. Underclearance Rt.
H Underclearance Right
9.843 Underclearance Left
13.78 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
27.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
272.001 Deck Width
67.999 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
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
9 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
74 HS Inv. Rating Method
3 HS Inv. Method
42 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
8000 Future ADT Year
2042 Bypass Detour
1.999945 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
40 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1610 Max Measured Clearance
1701 Min Measured Clearance
1610 NBI Rating
25440 ODOT County
14 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-132 PC BM. SPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1406 0941 X H Index
89.4124 Latitude
35:19:12.59 Longitude
-97:29:23.27 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
19TH ST. (FAU9260) 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
25440 Vault Link
http://plansrv1/bridgemaintvault/b25440 GIS FO/SD
Meets Standards H Inv. Method
41 Latitude DD
35.32016389 Longitude DD
-97.48979722 ODOT County Number
14 Maint. Dist.
3 HPMS Functional Class
7 Rural/Urban
Urban ARC_ID_NUM
24792 x
-10852514.5840699 y
4207475.70688418 |
|||||||||||||||||||||||||||||||||||||
| 25353 | 1802 0140 X | 25353 | Craig | U.S. 59 | COW CREEK | 1802 0140 X | 14ft.X15ft.X14ft.X10ft.X90ft. RCBOX | 1998 | 36.87409444 | -95.02477222 | 47.001 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 91 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 1900 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
24787 BRKEY
25353 NBI No.
25353 On Under
1 Structure No.
1802 0140 X Control No.
002 Lane Ind.
Milepoint
01400 Facility Carried
U.S. 59 Feature Intersected
COW CREEK Division
08 County
035 Location
1.4 MI W OTTAWA C/L Sufficiency
91 Kind Hwy
2 Level Service
1 Route No.
00059 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
1998 ADT Total
1900 ADT Year
2022 Design Load
NO VALUE GIVEN 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
3 Appr. Roadway Width
43.999 Span Type Main
M Material
1 - Concrete Design
19 Length
47.001 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
60 HS Inv. Rating Method
3 HS Inv. Method
36 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
3040 Future ADT Year
2042 Bypass Detour
41.010498 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
25353 ODOT County
18 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
14ft.X15ft.X14ft.X10ft.X90ft. RCBOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1802 0140 X H Index
98.8958 Latitude
36:52:26.74 Longitude
-95:01:29.18 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 59 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
25353 Vault Link
http://plansrv1/bridgemaintvault/b25353 GIS FO/SD
Meets Standards H Inv. Method
36 Latitude DD
36.87409444 Longitude DD
-95.02477222 ODOT County Number
18 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
24787 x
-10578109.2562772 y
4421571.67605247 |
|||||||||||||||||||||||||||||||||||||
| 25352 | 1802R0090 X | 25352 | Craig | U.S. 59 | CREEK | 1802R0090 X | 3-4.5M X 3.0M X 27M | 1998 | 36.875 | -95.01166667 | 47.9 | 90.499 | — | 1 | 0 | 2 | 22.966 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 53.2 | Fair (5) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 2100 | 1999 | 4 | Unmatched |
|
Raw data
OBJECTID
24786 BRKEY
25352 NBI No.
25352 On Under
1 Structure No.
1802R0090 X Control No.
002 Lane Ind.
Milepoint
00900 Facility Carried
U.S. 59 Feature Intersected
CREEK Division
08 County
035 Location
.9 MI W OTTAWA C/L Sufficiency
53.2 Kind Hwy
2 Level Service
1 Route No.
00059 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
29.528 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
1998 ADT Total
2100 ADT Year
1999 Design Load
H 15 Skew
0 No. Main Spans
1 Road Width
22.966 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
22.966 Span Type Main
M Material
1 - Concrete Design
01 Length
47.9 Deck Width
90.499 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
9 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
9 Culv. Rating
N Structure Rating
5 Deck Geometry
2 Underclearance
N Bridge Posting
4 Waterway Adequacy
7 Approach Alignment
9 HS Operating Rating Method
1 HS Operating Rating
22.818 HS Inv. Rating Method
1 HS Inv. Method
22.818 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1900 Future ADT Year
2017 Bypass Detour
41.010498 School Bus Rte.
1 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
25352 ODOT County
18 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
1.499 Rt. Curb SW
1.499 Description
3-4.5M X 3.0M X 27M Route Flag
P Status Flag
V On Off System
1 Frontage Ind.
Alt. Structure Name
1802R0090 X H Index
100 Latitude
36:52:30 Longitude
-95:00:42 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
U.S. 59 Scour
8 Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
25352 Vault Link
http://plansrv1/bridgemaintvault/b25352 GIS FO/SD
Meets Standards H Inv. Method
15.873 Latitude DD
36.875 Longitude DD
-95.01166667 ODOT County Number
18 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
24786 x
-10576650.3531246 y
4421697.69182016 |
|||||||||||||||||||||||||||||||||||||
| 25350 | 5515 0769 X | 25350 | Oklahoma | FAU 9476 NE 4TH ST | I-35 UNDER | 5515 0769 X | 139ft.-131ft.-139ft. CONT. PLATE GIRDER SPANS WITH 4ft. SIDEWALK LT. | 1999 | 35.47133889 | -97.46608889 | 409.121 | 39.701 | — | 3 | 0 | 2 | 31.998 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94.4 | Good (7) | Satisfactory (6) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 16 - Minor Arterial (Urban) | A | 1087 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
24784 BRKEY
25350 NBI No.
25350 On Under
1 Structure No.
5515 0769 X Control No.
Lane Ind.
Milepoint
Facility Carried
FAU 9476 NE 4TH ST Feature Intersected
I-35 UNDER Division
04 County
109 Location
0.3 MI N OF E JCT I-40 Sufficiency
94.4 Kind Hwy
5 Level Service
1 Route No.
00000 Service Type On
5 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
31.998 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
16 - Minor Arterial (Urban) Year Built
1999 ADT Total
1087 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
31.998 Ref. Underclearance Rt.
H Underclearance Right
8.599 Underclearance Left
9.99 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
27.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
409.121 Deck Width
39.701 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
5 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
57.651 HS Inv. Rating Method
1 HS Inv. Method
34.613 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1739 Future ADT Year
2042 Bypass Detour
3 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
40 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1605 Max Measured Clearance
1706 Min Measured Clearance
1606 NBI Rating
25350 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
3.999 Rt. Curb SW
0 Description
139ft.-131ft.-139ft. CONT. PLATE GIRDER SPANS WITH 4ft. SIDEWALK LT. Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5515 0769 X H Index
80.7767 Latitude
35:28:16.82 Longitude
-97:27:57.92 I257A
0 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
N.E. 4TH ST. Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NE4th NBI Text
25350 Vault Link
http://plansrv1/bridgemaintvault/b25350 GIS FO/SD
FO H Inv. Method
19.18 Latitude DD
35.47133889 Longitude DD
-97.46608889 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
24784 x
-10849875.3848467 y
4228120.13489239 |
|||||||||||||||||||||||||||||||||||||
| 25348 | 5568 0003WXR | 25348 | Oklahoma | I-35 SB TO I-40 EB | UP R.R. UNDER | 5568 0003WXR | 66ft., 67ft., 70ft., PCB SPANS SK. 70 DEG. | 2002 | 35.469256 | -97.468267 | 205.161 | 27.999 | — | 3 | 18 | 1 | 25 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.9 | Satisfactory (6) | Good (7) | Satisfactory (6) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 14247 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
24782 BRKEY
25348 NBI No.
25348 On Under
1 Structure No.
5568 0003WXR Control No.
068 Lane Ind.
W Milepoint
00030 Facility Carried
I-35 SB TO I-40 EB Feature Intersected
UP R.R. UNDER Division
04 County
109 Location
N. EDGE FT. SMITH JCT. Sufficiency
97.9 Kind Hwy
1 Level Service
7 Route No.
00040 Service Type On
1 Service Type Off
2 Vertical Clearance
N Horizontal Clearance
25 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
2002 ADT Total
14247 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
18 No. Main Spans
3 Road Width
25 Ref. Underclearance Rt.
R Underclearance Right
17.999 Underclearance Left
0 Deck Structure Type
1 No. Lanes
1 Fill RCB
Appr. Roadway Width
25 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
205.161 Deck Width
27.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
6 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
7 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
67 HS Inv. Rating Method
1 HS Inv. Method
40 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
22795 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
60 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
2302 Max Measured Clearance
2403 Min Measured Clearance
2403 NBI Rating
25348 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
66ft., 67ft., 70ft., PCB SPANS SK. 70 DEG. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
R Alt. Structure Name
5568 0003WXR H Index
92.3781 Latitude
35:28:09.32 Longitude
-97:28:05.76 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-35 SB T0 I-40 EB Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
7 - Ramp, Wye, Connector, etc. Historical Significance
5 Local Bridge ID
BR. D NBI Text
25348 Vault Link
http://plansrv1/bridgemaintvault/b25348 GIS FO/SD
Meets Standards H Inv. Method
30 Latitude DD
35.469256 Longitude DD
-97.468267 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
24782 x
-10850117.8509428 y
4227835.43257049 |
|||||||||||||||||||||||||||||||||||||
| 25255 | 6606 0480EX | 25255 | Rogers | U.S. 169 NB | FOUR MILE CREEK | 6606 0480EX | 3-75ft. PCBM SPANS | 1997 | 36.424725 | -95.71573056 | 228.018 | 41.01 | — | 3 | 0 | 2 | 38.058 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99 | Satisfactory (6) | Good (7) | Very good (8) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 5050 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
24778 BRKEY
25255 NBI No.
25255 On Under
1 Structure No.
6606 0480EX Control No.
006 Lane Ind.
E Milepoint
04800 Facility Carried
U.S. 169 NB Feature Intersected
FOUR MILE CREEK Division
08 County
131 Location
2.7 MI N CO.LINE. Sufficiency
99 Kind Hwy
2 Level Service
1 Route No.
00169 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
38.058 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
1997 ADT Total
5050 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
38.058 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
38.058 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
228.018 Deck Width
41.01 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
6 Chan. Rating
8 Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
80.3 HS Inv. Rating Method
1 HS Inv. Method
44.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8080 Future ADT Year
2042 Bypass Detour
0.099997 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
25255 ODOT County
66 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-75ft. PCBM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6606 0480EX H Index
99.8392 Latitude
36:25:29.01 Longitude
-95:42:56.63 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
25255 Vault Link
http://plansrv1/bridgemaintvault/b25255 GIS FO/SD
Meets Standards H Inv. Method
33.6 Latitude DD
36.424725 Longitude DD
-95.71573056 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
24778 x
-10655026.3868454 y
4359221.35894674 |
|||||||||||||||||||||||||||||||||||||
| 25254 | 6606 0480WX | 25254 | Rogers | U.S. 169 SB | FOUR MILE CREEK | 6606 0480WX | 3-75ft. PCBM SPANS | 1997 | 36.42499722 | -95.716025 | 228.018 | 41.01 | — | 3 | 0 | 2 | 38.058 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99 | Satisfactory (6) | Good (7) | Very good (8) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 5050 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
24777 BRKEY
25254 NBI No.
25254 On Under
1 Structure No.
6606 0480WX Control No.
006 Lane Ind.
W Milepoint
04800 Facility Carried
U.S. 169 SB Feature Intersected
FOUR MILE CREEK Division
08 County
131 Location
2.7 MI N CO.LINE. Sufficiency
99 Kind Hwy
2 Level Service
1 Route No.
00169 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
38.058 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
1997 ADT Total
5050 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
38.058 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
38.058 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
228.018 Deck Width
41.01 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
6 Chan. Rating
8 Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
80.3 HS Inv. Rating Method
1 HS Inv. Method
44.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8080 Future ADT Year
2042 Bypass Detour
0.099997 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
25254 ODOT County
66 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-75ft. PCBM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6606 0480WX H Index
99.8391 Latitude
36:25:29.99 Longitude
-95:42:57.69 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
25254 Vault Link
http://plansrv1/bridgemaintvault/b25254 GIS FO/SD
Meets Standards H Inv. Method
33.6 Latitude DD
36.42499722 Longitude DD
-95.716025 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
24777 x
-10655059.1637562 y
4359259.01993014 |
|||||||||||||||||||||||||||||||||||||
| 25347 | 5515 0758WXR | 25347 | Oklahoma | I-35 OFF-RAMP SB | UP R.R. UNDER | 5515 0758WXR | 71ft., 71ft., 70ft., PCB SPANS SK. 63 DEG. | 2002 | 35.469244 | -97.4685 | 214.659 | 27.999 | — | 3 | 17 | 1 | 25 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98 | Satisfactory (6) | Good (7) | Satisfactory (6) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 3000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
24763 BRKEY
25347 NBI No.
25347 On Under
1 Structure No.
5515 0758WXR Control No.
015 Lane Ind.
W Milepoint
07580 Facility Carried
I-35 OFF-RAMP SB Feature Intersected
UP R.R. UNDER Division
04 County
109 Location
N. EDGE FT. SMITH JCT. Sufficiency
98 Kind Hwy
1 Level Service
7 Route No.
00035 Service Type On
1 Service Type Off
2 Vertical Clearance
N Horizontal Clearance
25 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
2002 ADT Total
3000 ADT Year
2022 Design Load
HS 20 Skew
17 No. Main Spans
3 Road Width
25 Ref. Underclearance Rt.
R Underclearance Right
17.999 Underclearance Left
0 Deck Structure Type
1 No. Lanes
1 Fill RCB
Appr. Roadway Width
25 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
214.659 Deck Width
27.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
6 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
7 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
72 HS Inv. Rating Method
1 HS Inv. Method
38 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4800 Future ADT Year
2042 Bypass Detour
0.099997 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
60 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
2302 Max Measured Clearance
2703 Min Measured Clearance
2703 NBI Rating
25347 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
71ft., 71ft., 70ft., PCB SPANS SK. 63 DEG. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
R Alt. Structure Name
5515 0758WXR H Index
93.073 Latitude
35:28:09.28 Longitude
-97:28:06.6 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-35 RAMP TO EASTERN Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
7 - Ramp, Wye, Connector, etc. Historical Significance
5 Local Bridge ID
BR. C NBI Text
25347 Vault Link
http://plansrv1/bridgemaintvault/b25347 GIS FO/SD
Meets Standards H Inv. Method
29 Latitude DD
35.469244 Longitude DD
-97.4685 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
24763 x
-10850143.7883842 y
4227833.79235744 |
|||||||||||||||||||||||||||||||||||||
| 25345 | 4134 2820 X | 25345 | Lincoln | S.H. 99 | TURNER TP (I-44) UNDER | 4134 2820 X | 2-117.5ft. TYPE IV PCB SPANS, SK 18 DEG RF W/ 52ft. CLR.RDY., TR3 RAILS | 2000 | 35.75772778 | -96.66272222 | 236.001 | 59.199 | — | 2 | 18 | 2 | 47.001 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95.2 | Satisfactory (6) | Good (7) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | B | 5700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
24761 BRKEY
25345 NBI No.
25345 On Under
1 Structure No.
4134 2820 X Control No.
Lane Ind.
Milepoint
Facility Carried
S.H. 99 Feature Intersected
TURNER TP (I-44) UNDER Division
03 County
081 Location
0.5 MI N SH 66 Sufficiency
95.2 Kind Hwy
3 Level Service
1 Route No.
00099 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
47.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
2000 ADT Total
5700 ADT Year
2022 Design Load
HS 20 Skew
18 No. Main Spans
2 Road Width
47.001 Ref. Underclearance Rt.
H Underclearance Right
5.577 Underclearance Left
6.234 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
47.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
236.001 Deck Width
59.199 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
9 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
115 HS Inv. Rating Method
1 HS Inv. Method
44 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
9120 Future ADT Year
2042 Bypass Detour
1.864114 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
_ Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
25345 ODOT County
41 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
5 Description
2-117.5ft. TYPE IV PCB SPANS, SK 18 DEG RF W/ 52ft. CLR.RDY., TR3 RAILS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4134 2820 X H Index
98.2022 Latitude
35:45:27.82 Longitude
-96:39:45.8 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
S.H. 99 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
44.50 NBI Text
25345 Vault Link
http://plansrv1/bridgemaintvault/b25345 GIS FO/SD
FO H Inv. Method
28 Latitude DD
35.75772778 Longitude DD
-96.66272222 ODOT County Number
41 Maint. Dist.
3 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
24761 x
-10760445.016222 y
4267336.09158382 |
|||||||||||||||||||||||||||||||||||||
| 25344 | 4504 1045SX | 25344 | McCurtain | U.S. 70 | COON CREEK | 4504 1045SX | (3) 50ft. PC BEAM | 1999 | 34.03791944 | -94.69944167 | 152.001 | 41.001 | — | 3 | 0 | 2 | 36.001 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95 | Very good (8) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 2750 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
24760 BRKEY
25344 NBI No.
25344 On Under
1 Structure No.
4504 1045SX Control No.
004 Lane Ind.
S Milepoint
10450 Facility Carried
U.S. 70 Feature Intersected
COON CREEK Division
02 County
089 Location
2.5 E JCT US-259 Sufficiency
95 Kind Hwy
2 Level Service
1 Route No.
00070 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
36.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1999 ADT Total
2750 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
36.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
152.001 Deck Width
41.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
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
4400 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
25344 ODOT County
45 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
2.5 Rt. Curb SW
2.5 Description
(3) 50ft. PC BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4504 1045SX H Index
100 Latitude
34:02:16.51 Longitude
-94:41:57.99 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 70 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
20 NBI Text
25344 Vault Link
http://plansrv1/bridgemaintvault/b25344 GIS FO/SD
Meets Standards H Inv. Method
34 Latitude DD
34.03791944 Longitude DD
-94.69944167 ODOT County Number
45 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
24760 x
-10541893.6251117 y
4033894.81764568 |
|||||||||||||||||||||||||||||||||||||
| 25343 | 4504 0941SX | 25343 | McCurtain | U.S. 70 | YANUBBEE CREEK | 4504 0941SX | 65ft. - 75ft. - 65ft. PC BEAM SK 15° | 1998 | 34.03075 | -94.715475 | 207.001 | 41.001 | — | 3 | 15 | 2 | 36.001 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 100 | Very good (8) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 2750 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
24759 BRKEY
25343 NBI No.
25343 On Under
1 Structure No.
4504 0941SX Control No.
004 Lane Ind.
S Milepoint
09410 Facility Carried
U.S. 70 Feature Intersected
YANUBBEE CREEK Division
02 County
089 Location
1.5 E JCT US-259 Sufficiency
100 Kind Hwy
2 Level Service
1 Route No.
00070 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
36.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1998 ADT Total
2750 ADT Year
2022 Design Load
HS 20 Skew
15 No. Main Spans
3 Road Width
36.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
36.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
207.001 Deck Width
41.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
9 Culv. Rating
N Structure Rating
8 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
71 HS Inv. Rating Method
1 HS Inv. Method
41 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4400 Future ADT Year
2042 Bypass Detour
0.124274 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
25343 ODOT County
45 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
2.5 Rt. Curb SW
2.5 Description
65ft. - 75ft. - 65ft. PC BEAM SK 15° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4504 0941SX H Index
92.0276 Latitude
34:01:50.7 Longitude
-94:42:55.71 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 70 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
18 NBI Text
25343 Vault Link
http://plansrv1/bridgemaintvault/b25343 GIS FO/SD
Meets Standards H Inv. Method
31 Latitude DD
34.03075 Longitude DD
-94.715475 ODOT County Number
45 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
24759 x
-10543678.447243 y
4032931.74756996 |
|||||||||||||||||||||||||||||||||||||
| 25252 | 6605 0107WX | 25252 | Rogers | U.S. 169 SB | FOUR MILE CREEK | 6605 0107WX | 9-50ft. PCBM SPANS | 1997 | 36.39329444 | -95.79976389 | 452.1 | 41.01 | — | 9 | 0 | 2 | 38.058 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99 | Satisfactory (6) | Good (7) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 4950 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
24758 BRKEY
25252 NBI No.
25252 On Under
1 Structure No.
6605 0107WX Control No.
005 Lane Ind.
W Milepoint
01070 Facility Carried
U.S. 169 SB Feature Intersected
FOUR MILE CREEK Division
08 County
131 Location
2.1 MI N. JCT. SH-20 Sufficiency
99 Kind Hwy
2 Level Service
1 Route No.
00169 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
38.058 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
1997 ADT Total
4950 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
9 Road Width
38.058 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38.058 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
452.1 Deck Width
41.01 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
6 Sub Rating
6 Chan. Rating
8 Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
69.2 HS Inv. Rating Method
1 HS Inv. Method
41.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
7920 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
25252 ODOT County
66 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
9-50ft. PCBM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6605 0107WX H Index
99.0888 Latitude
36:23:35.86 Longitude
-95:47:59.15 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
25252 Vault Link
http://plansrv1/bridgemaintvault/b25252 GIS FO/SD
Meets Standards H Inv. Method
32.4 Latitude DD
36.39329444 Longitude DD
-95.79976389 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
24758 x
-10664380.9343506 y
4354873.90371433 |
|||||||||||||||||||||||||||||||||||||
| 25251 | 6605 0090WX | 25251 | Rogers | U.S. 169 SB | CANEY RIVER O'FLOW | 6605 0090WX | 9-50ft. PCBM SPANS | 1997 | 36.39157778 | -95.80213333 | 452.1 | 41.01 | — | 9 | 0 | 2 | 38.058 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99 | Satisfactory (6) | Good (7) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 4950 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
24757 BRKEY
25251 NBI No.
25251 On Under
1 Structure No.
6605 0090WX Control No.
005 Lane Ind.
W Milepoint
00900 Facility Carried
U.S. 169 SB Feature Intersected
CANEY RIVER O'FLOW Division
08 County
131 Location
1.7 MI N JCT SH 20 Sufficiency
99 Kind Hwy
2 Level Service
1 Route No.
00169 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
38.058 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
1997 ADT Total
4950 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
9 Road Width
38.058 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38.058 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
452.1 Deck Width
41.01 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
4 Deck Rating
7 Super Rating
6 Sub Rating
6 Chan. Rating
8 Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
69.2 HS Inv. Rating Method
1 HS Inv. Method
41.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
7920 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
25251 ODOT County
66 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
9-50ft. PCBM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6605 0090WX H Index
95.4044 Latitude
36:23:29.68 Longitude
-95:48:07.68 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
25251 Vault Link
http://plansrv1/bridgemaintvault/b25251 GIS FO/SD
Meets Standards H Inv. Method
32.4 Latitude DD
36.39157778 Longitude DD
-95.80213333 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
24757 x
-10664644.6992049 y
4354636.50702709 |
|||||||||||||||||||||||||||||||||||||
| 25250 | 6605 0059WX | 25250 | Rogers | U.S. 169 SB | CANEY RIVER | 6605 0059WX | 702ft. PCBM SPAN | 1997 | 36.38821389 | -95.8057 | 702.1 | 41.01 | — | 7 | 0 | 2 | 38.058 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99 | Satisfactory (6) | Good (7) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 4950 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
24756 BRKEY
25250 NBI No.
25250 On Under
1 Structure No.
6605 0059WX Control No.
005 Lane Ind.
W Milepoint
00590 Facility Carried
U.S. 169 SB Feature Intersected
CANEY RIVER Division
08 County
131 Location
1.5 MI N JCT SH 20 Sufficiency
99 Kind Hwy
2 Level Service
1 Route No.
00169 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
38.058 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
1997 ADT Total
4950 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
7 Road Width
38.058 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38.058 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
702.1 Deck Width
41.01 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
6 Chan. Rating
7 Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
96.1 HS Inv. Rating Method
1 HS Inv. Method
41.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
7920 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
25250 ODOT County
66 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
702ft. PCBM SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6605 0059WX H Index
98.6398 Latitude
36:23:17.57 Longitude
-95:48:20.52 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
4 Local Bridge ID
-1 NBI Text
25250 Vault Link
http://plansrv1/bridgemaintvault/b25250 GIS FO/SD
Meets Standards H Inv. Method
28.2 Latitude DD
36.38821389 Longitude DD
-95.8057 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
24756 x
-10665041.7390931 y
4354171.33031891 |
|||||||||||||||||||||||||||||||||||||
| 25249 | 6605 0107EX | 25249 | Rogers | U.S. 169 NB | FOUR MILE CREEK | 6605 0107EX | 9-50ft. PCBM SPANS | 1997 | 36.39300556 | -95.79949167 | 452.1 | 41.01 | — | 9 | 0 | 2 | 38.058 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99 | Satisfactory (6) | Good (7) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 4950 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
24755 BRKEY
25249 NBI No.
25249 On Under
1 Structure No.
6605 0107EX Control No.
005 Lane Ind.
E Milepoint
01070 Facility Carried
U.S. 169 NB Feature Intersected
FOUR MILE CREEK Division
08 County
131 Location
2.1 MI N. JCT. SH-20 Sufficiency
99 Kind Hwy
2 Level Service
1 Route No.
00169 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
38.058 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
1997 ADT Total
4950 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
9 Road Width
38.058 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38.058 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
452.1 Deck Width
41.01 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
6 Sub Rating
6 Chan. Rating
8 Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
69.2 HS Inv. Rating Method
1 HS Inv. Method
41.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
7920 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
25249 ODOT County
66 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
9-50ft. PCBM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6605 0107EX H Index
98.861 Latitude
36:23:34.82 Longitude
-95:47:58.17 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
25249 Vault Link
http://plansrv1/bridgemaintvault/b25249 GIS FO/SD
Meets Standards H Inv. Method
32.4 Latitude DD
36.39300556 Longitude DD
-95.79949167 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
24755 x
-10664350.6309588 y
4354833.95416997 |
|||||||||||||||||||||||||||||||||||||
| 25248 | 6605 0090EX | 25248 | Rogers | U.S. 169 NB | CANEY RIVER O'FLOW | 6605 0090EX | 9-50ft. PCBM SPAN | 1997 | 36.39131389 | -95.801825 | 452.1 | 41.01 | — | 9 | 0 | 2 | 38.058 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99 | Satisfactory (6) | Good (7) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 4950 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
24754 BRKEY
25248 NBI No.
25248 On Under
1 Structure No.
6605 0090EX Control No.
005 Lane Ind.
E Milepoint
00900 Facility Carried
U.S. 169 NB Feature Intersected
CANEY RIVER O'FLOW Division
08 County
131 Location
1.7 MI N JCT SH 20 Sufficiency
99 Kind Hwy
2 Level Service
1 Route No.
00169 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
38.058 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
1997 ADT Total
4950 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
9 Road Width
38.058 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38.058 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
452.1 Deck Width
41.01 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
6 Sub Rating
6 Chan. Rating
8 Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
69.2 HS Inv. Rating Method
1 HS Inv. Method
41.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
7920 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
25248 ODOT County
66 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
9-50ft. PCBM SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6605 0090EX H Index
98.6134 Latitude
36:23:28.73 Longitude
-95:48:06.57 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
25248 Vault Link
http://plansrv1/bridgemaintvault/b25248 GIS FO/SD
Meets Standards H Inv. Method
32.4 Latitude DD
36.39131389 Longitude DD
-95.801825 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
24754 x
-10664610.3760663 y
4354600.01417833 |
|||||||||||||||||||||||||||||||||||||
| 25247 | 6606 0440 X | 25247 | Rogers | U.S. 169 | FOUR MILE CREEK | 6606 0440 X | 2-12ft.X7ft.X166ft.RCBSK60 | 1997 | 36.42197222 | -95.72127222 | 31 | 0 | — | 2 | 60 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 67 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 10100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
24753 BRKEY
25247 NBI No.
25247 On Under
1 Structure No.
6606 0440 X Control No.
006 Lane Ind.
Milepoint
04400 Facility Carried
U.S. 169 Feature Intersected
FOUR MILE CREEK Division
08 County
131 Location
2.2 MI N CO.LINE Sufficiency
67 Kind Hwy
2 Level Service
1 Route No.
00169 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1997 ADT Total
10100 ADT Year
2022 Design Load
HS 20 Skew
60 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
4 Appr. Roadway Width
37.999 Span Type Main
M Material
1 - Concrete Design
19 Length
31 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
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
16160 Future ADT Year
2042 Bypass Detour
29.999923 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
25247 ODOT County
66 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-12ft.X7ft.X166ft.RCBSK60 Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6606 0440 X H Index
93.2601 Latitude
36:25:19.1 Longitude
-95:43:16.58 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 169 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
25247 Vault Link
http://plansrv1/bridgemaintvault/b25247 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
36.42197222 Longitude DD
-95.72127222 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
24753 x
-10655643.2816147 y
4358840.52586163 |
|||||||||||||||||||||||||||||||||||||
| 25156 | 0912 0539 X | 25156 | Canadian | U.S. 81 | CREEK | 0912 0539 X | 3-10ft.X 6ft.X 183ft.R.C.B | 2002 | 35.61021944 | -97.95869722 | 34.501 | 0 | — | 3 | 20 | 5 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 70.8 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 3800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
24752 BRKEY
25156 NBI No.
25156 On Under
1 Structure No.
0912 0539 X Control No.
012 Lane Ind.
Milepoint
05390 Facility Carried
U.S. 81 Feature Intersected
CREEK Division
04 County
017 Location
5.5 MI. N. JCT. SH 66 Sufficiency
70.8 Kind Hwy
2 Level Service
1 Route No.
00081 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
99.9 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
2002 ADT Total
3800 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
20 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
5 Fill RCB
5 Appr. Roadway Width
87.999 Span Type Main
M Material
1 - Concrete Design
19 Length
34.501 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
9 HS Operating Rating Method
3 HS Operating Rating
96.9 HS Inv. Rating Method
3 HS Inv. Method
74.7 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
6080 Future ADT Year
2042 Bypass Detour
34.796787 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
25156 ODOT County
09 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X 6ft.X 183ft.R.C.B Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0912 0539 X H Index
98.6919 Latitude
35:36:36.79 Longitude
-97:57:31.31 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 81 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
25156 Vault Link
http://plansrv1/bridgemaintvault/b25156 GIS FO/SD
Meets Standards H Inv. Method
74.6 Latitude DD
35.61021944 Longitude DD
-97.95869722 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
24752 x
-10904712.2933029 y
4247119.86649113 |
|||||||||||||||||||||||||||||||||||||
| 25428 | 1204 0075 X | 25428 | Choctaw | U.S. 70 / U.S. 271 | ELM CREEK | 1204 0075 X | (3) 13ft. X 10ft. X 80ft. RCB | 1998 | 34.04018056 | -95.61254167 | 42.999 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 96.6 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 4500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
24745 BRKEY
25428 NBI No.
25428 On Under
1 Structure No.
1204 0075 X Control No.
004 Lane Ind.
Milepoint
00750 Facility Carried
U.S. 70 / U.S. 271 Feature Intersected
ELM CREEK Division
02 County
023 Location
0.75 E JCT US-271 Sufficiency
96.6 Kind Hwy
2 Level Service
1 Route No.
00070 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
80 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1998 ADT Total
4500 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
3 Appr. Roadway Width
39.37 Span Type Main
M Material
1 - Concrete Design
19 Length
42.999 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
9 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
7200 Future ADT Year
2042 Bypass Detour
1.242742 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
25428 ODOT County
12 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
1.001 Rt. Curb SW
1.001 Description
(3) 13ft. X 10ft. X 80ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1204 0075 X H Index
98.3903 Latitude
34:02:24.65 Longitude
-95:36:45.15 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 70 / U.S. 271 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
005 NBI Text
25428 Vault Link
http://plansrv1/bridgemaintvault/b25428 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
34.04018056 Longitude DD
-95.61254167 ODOT County Number
12 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
24745 x
-10643539.452155 y
4034198.570527 |
|||||||||||||||||||||||||||||||||||||
| 25427 | 1202 1750 X | 25427 | Choctaw | U.S. 70 | CREEK | 1202 1750 X | (3) 10ft. X 10ft. X 84ft. RCB | 1998 | 34.04009167 | -95.63143056 | 33.999 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 93.3 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 3100 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
24744 BRKEY
25427 NBI No.
25427 On Under
1 Structure No.
1202 1750 X Control No.
002 Lane Ind.
Milepoint
17500 Facility Carried
U.S. 70 Feature Intersected
CREEK Division
02 County
023 Location
17.50 E BRYAN C/L Sufficiency
93.3 Kind Hwy
2 Level Service
1 Route No.
00070 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
39.37 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
1998 ADT Total
3100 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
4 Appr. Roadway Width
39.37 Span Type Main
M Material
1 - Concrete Design
19 Length
33.999 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
9 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4960 Future ADT Year
2042 Bypass Detour
16 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
25427 ODOT County
12 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
1.001 Rt. Curb SW
1.001 Description
(3) 10ft. X 10ft. X 84ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1202 1750 X H Index
97.5507 Latitude
34:02:24.33 Longitude
-95:37:53.15 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 70 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
004 NBI Text
25427 Vault Link
http://plansrv1/bridgemaintvault/b25427 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
34.04009167 Longitude DD
-95.63143056 ODOT County Number
12 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
24744 x
-10645642.1537715 y
4034186.62912655 |
|||||||||||||||||||||||||||||||||||||
| 25426 | 1210 0030 X | 25426 | Choctaw | U.S. 271 | CREEK | 1210 0030 X | (2) 10ft. X 10ft. X 60ft. RCB | 1998 | 34.04335278 | -95.62570833 | 22.999 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 97 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 2200 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
24743 BRKEY
25426 NBI No.
25426 On Under
1 Structure No.
1210 0030 X Control No.
010 Lane Ind.
Milepoint
00300 Facility Carried
U.S. 271 Feature Intersected
CREEK Division
02 County
023 Location
0.30 N JCT US-70 Sufficiency
97 Kind Hwy
2 Level Service
1 Route No.
00271 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
49.213 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
1998 ADT Total
2200 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
4 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
22.999 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3520 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
25426 ODOT County
12 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
1.001 Rt. Curb SW
1.001 Description
(2) 10ft. X 10ft. X 60ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1210 0030 X H Index
98.1372 Latitude
34:02:36.07 Longitude
-95:37:32.55 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 271 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
012 NBI Text
25426 Vault Link
http://plansrv1/bridgemaintvault/b25426 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
34.04335278 Longitude DD
-95.62570833 ODOT County Number
12 Maint. Dist.
2 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
24743 x
-10645005.1580417 y
4034624.73182287 |
|||||||||||||||||||||||||||||||||||||
| 25342 | 7114 1758 X | 25342 | Tillman | S.H. 5 | EAST JACK CREEK | 7114 1758 X | 3-55ft. P/S CONC. BEAM SPANS | 1998 | 34.39110278 | -98.708375 | 166.01 | 42.201 | — | 3 | 0 | 2 | 39.37 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98.3 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 750 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
24740 BRKEY
25342 NBI No.
25342 On Under
1 Structure No.
7114 1758 X Control No.
014 Lane Ind.
Milepoint
17580 Facility Carried
S.H. 5 Feature Intersected
EAST JACK CREEK Division
05 County
141 Location
4.3 MI W COTTON C/L Sufficiency
98.3 Kind Hwy
3 Level Service
1 Route No.
00005 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
39.37 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
1998 ADT Total
750 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
39.37 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
39.37 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
166.01 Deck Width
42.201 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
69.6 HS Inv. Rating Method
1 HS Inv. Method
41.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1200 Future ADT Year
2042 Bypass Detour
29.825817 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
25342 ODOT County
71 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-55ft. P/S CONC. BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7114 1758 X H Index
99.1409 Latitude
34:23:27.97 Longitude
-98:42:30.15 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 5 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
25342 Vault Link
http://plansrv1/bridgemaintvault/b25342 GIS FO/SD
Meets Standards H Inv. Method
33 Latitude DD
34.39110278 Longitude DD
-98.708375 ODOT County Number
71 Maint. Dist.
5 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
24740 x
-10988166.0420315 y
4081439.25302388 |
|||||||||||||||||||||||||||||||||||||
| 25341 | 7114 1690 X | 25341 | Tillman | S.H. 5 | TRIB. OF JACK CREEK | 7114 1690 X | 70ft. P/S CONC. BEAM SPAN | 1998 | 34.39105 | -98.72035556 | 70.866 | 42.201 | — | 1 | 0 | 2 | 39.37 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98.3 | Very good (8) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 750 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
24739 BRKEY
25341 NBI No.
25341 On Under
1 Structure No.
7114 1690 X Control No.
014 Lane Ind.
Milepoint
16900 Facility Carried
S.H. 5 Feature Intersected
TRIB. OF JACK CREEK Division
05 County
141 Location
5.6 MI W COTTON C/L Sufficiency
98.3 Kind Hwy
3 Level Service
1 Route No.
00005 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
39.37 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
1998 ADT Total
750 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
1 Road Width
39.37 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
39.37 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
70.866 Deck Width
42.201 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
78.9 HS Inv. Rating Method
1 HS Inv. Method
42.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1200 Future ADT Year
2042 Bypass Detour
29.825817 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
25341 ODOT County
71 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
70ft. P/S CONC. BEAM SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7114 1690 X H Index
99.5435 Latitude
34:23:27.78 Longitude
-98:43:13.28 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 5 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
25341 Vault Link
http://plansrv1/bridgemaintvault/b25341 GIS FO/SD
Meets Standards H Inv. Method
32.8 Latitude DD
34.39105 Longitude DD
-98.72035556 ODOT County Number
71 Maint. Dist.
5 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
24739 x
-10989499.7118701 y
4081432.13301397 |
|||||||||||||||||||||||||||||||||||||
| 25339 | 7114 1675 X | 25339 | Tillman | S.H. 5 | JACK CREEK | 7114 1675 X | 100ft. P/S CONC. BEAM SPAN | 1998 | 34.39105833 | -98.72292778 | 101.05 | 42.201 | — | 1 | 0 | 2 | 39.37 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98.3 | Good (7) | Good (7) | Good (7) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 750 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
24737 BRKEY
25339 NBI No.
25339 On Under
1 Structure No.
7114 1675 X Control No.
014 Lane Ind.
Milepoint
16750 Facility Carried
S.H. 5 Feature Intersected
JACK CREEK Division
05 County
141 Location
5.1 MI W COTTON C/L Sufficiency
98.3 Kind Hwy
3 Level Service
1 Route No.
00005 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
39.37 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
1998 ADT Total
750 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
1 Road Width
39.37 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
39.37 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
101.05 Deck Width
42.201 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
95.5 HS Inv. Rating Method
1 HS Inv. Method
36.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1200 Future ADT Year
2042 Bypass Detour
29.825817 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
25339 ODOT County
71 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
100ft. P/S CONC. BEAM SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7114 1675 X H Index
99.35 Latitude
34:23:27.81 Longitude
-98:43:22.54 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 5 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
25339 Vault Link
http://plansrv1/bridgemaintvault/b25339 GIS FO/SD
Meets Standards H Inv. Method
24.8 Latitude DD
34.39105833 Longitude DD
-98.72292778 ODOT County Number
71 Maint. Dist.
5 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
24737 x
-10989786.0500907 y
4081433.25672876 |
|||||||||||||||||||||||||||||||||||||
| 25338 | 7217 0608WX | 25338 | Tulsa | U.S. 75 SB | S.H. 67 UNDER | 7217 0608WX | 178ft. BOX GIRDER | 1996 | 35.944078 | -96.01205 | 180.151 | 41.995 | — | 1 | 0 | 2 | 36.089 | 5 - Prestressed Concrete | Box Beam or Girders — Multiple (05) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99.9 | Satisfactory (6) | Good (7) | Satisfactory (6) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | C | 12600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
24736 BRKEY
25338 NBI No.
25338 On Under
1 Structure No.
7217 0608WX Control No.
017 Lane Ind.
W Milepoint
06080 Facility Carried
U.S. 75 SB Feature Intersected
S.H. 67 UNDER Division
08 County
143 Location
6.08 MI N OF C/L Sufficiency
99.9 Kind Hwy
2 Level Service
1 Route No.
00075 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
36.089 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1996 ADT Total
12600 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
1 Road Width
36.089 Ref. Underclearance Rt.
H Underclearance Right
15 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
36.089 Span Type Main
M Material
5 - Prestressed Concrete Design
05 Length
180.151 Deck Width
41.995 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
6 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
106 HS Inv. Rating Method
1 HS Inv. Method
64 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
20160 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1606 Max Measured Clearance
1707 Min Measured Clearance
1610 NBI Rating
25338 ODOT County
72 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
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
178ft. BOX GIRDER Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7217 0608WX H Index
97.0833 Latitude
35:56:38.68 Longitude
-96:00:43.38 I257A
1 I257B
1 I257C
1 I257D
0 I257E
0 I263
2 Roadway Name
U.S. 75 Scour
N Design Structure
5 - Box Beam or Girders - Multiple FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
25338 Vault Link
http://plansrv1/bridgemaintvault/b25338 GIS FO/SD
Meets Standards H Inv. Method
35 Latitude DD
35.944078 Longitude DD
-96.01205 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
24736 x
-10688012.5160183 y
4292929.3168453 |
|||||||||||||||||||||||||||||||||||||
| 25337 | 7217 0608EX | 25337 | Tulsa | U.S. 75 NB | S.H. 67 UNDER | 7217 0608EX | 178ft. BOX GIRDER | 1996 | 35.944078 | -96.011686 | 180.151 | 41.995 | — | 1 | 0 | 2 | 36.089 | 5 - Prestressed Concrete | Box Beam or Girders — Multiple (05) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99.9 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | C | 11850 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
24735 BRKEY
25337 NBI No.
25337 On Under
1 Structure No.
7217 0608EX Control No.
017 Lane Ind.
E Milepoint
06080 Facility Carried
U.S. 75 NB Feature Intersected
S.H. 67 UNDER Division
08 County
143 Location
6.08 MI N OF C/L Sufficiency
99.9 Kind Hwy
2 Level Service
1 Route No.
00075 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
36.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1996 ADT Total
11850 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
1 Road Width
36.089 Ref. Underclearance Rt.
H Underclearance Right
15 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
36.089 Span Type Main
M Material
5 - Prestressed Concrete Design
05 Length
180.151 Deck Width
41.995 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
106 HS Inv. Rating Method
1 HS Inv. Method
64 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
18960 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1606 Max Measured Clearance
1702 Min Measured Clearance
1700 NBI Rating
25337 ODOT County
72 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
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
178ft. BOX GIRDER Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7217 0608EX H Index
98.0564 Latitude
35:56:38.68 Longitude
-96:00:42.07 I257A
1 I257B
1 I257C
1 I257D
0 I257E
0 I263
2 Roadway Name
U.S. 75 Scour
N Design Structure
5 - Box Beam or Girders - Multiple FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
25337 Vault Link
http://plansrv1/bridgemaintvault/b25337 GIS FO/SD
Meets Standards H Inv. Method
35 Latitude DD
35.944078 Longitude DD
-96.011686 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
24735 x
-10687971.9957237 y
4292929.3168453 |
|||||||||||||||||||||||||||||||||||||
| 25246 | 6605 0059EX | 25246 | Rogers | U.S. 169 NB | CANEY RIVER | 6605 0059EX | 702ft. PCBM SPAN | 1997 | 36.38798889 | -95.80535 | 702.1 | 41.01 | — | 7 | 0 | 2 | 38.058 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99 | Satisfactory (6) | Good (7) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 4950 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
24734 BRKEY
25246 NBI No.
25246 On Under
1 Structure No.
6605 0059EX Control No.
005 Lane Ind.
E Milepoint
00590 Facility Carried
U.S. 169 NB Feature Intersected
CANEY RIVER Division
08 County
131 Location
1.5 MI N JCT SH 20 Sufficiency
99 Kind Hwy
2 Level Service
1 Route No.
00169 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
38.058 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
1997 ADT Total
4950 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
7 Road Width
38.058 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38.058 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
702.1 Deck Width
41.01 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
6 Chan. Rating
7 Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
96.1 HS Inv. Rating Method
1 HS Inv. Method
41.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
7920 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
25246 ODOT County
66 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
702ft. PCBM SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6605 0059EX H Index
98.5689 Latitude
36:23:16.76 Longitude
-95:48:19.26 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
4 Local Bridge ID
-1 NBI Text
25246 Vault Link
http://plansrv1/bridgemaintvault/b25246 GIS FO/SD
Meets Standards H Inv. Method
28.2 Latitude DD
36.38798889 Longitude DD
-95.80535 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
24734 x
-10665002.7772713 y
4354140.21683317 |
|||||||||||||||||||||||||||||||||||||
| 25245 | 5515 0914 X | 25245 | Oklahoma | U.S. 62 | I-35 UNDER | 5515 0914 X | 2-82ft. TYPE IV PCB X 73.5ft. RDY.,SK 05 09ft. 30in..W/ 2-10ft.S.W. & TR-3 RAIL | 1998 | 35.493025 | -97.465489 | 173.885 | 95.299 | — | 2 | 6 | 6 | 73.497 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94.9 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | A | 19000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
24733 BRKEY
25245 NBI No.
25245 On Under
1 Structure No.
5515 0914 X Control No.
Lane Ind.
Milepoint
Facility Carried
U.S. 62 Feature Intersected
I-35 UNDER Division
04 County
109 Location
1.7 MI N OF JCT W/ I-40 Sufficiency
94.9 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
5 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
73.497 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
1998 ADT Total
19000 ADT Year
2022 Design Load
HS 20 Skew
6 No. Main Spans
2 Road Width
73.497 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
18.648 Deck Structure Type
1 No. Lanes
6 Fill RCB
Appr. Roadway Width
71.998 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
173.885 Deck Width
95.299 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
4 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
78 HS Inv. Rating Method
1 HS Inv. Method
41 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
30400 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
40 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1610 Max Measured Clearance
1901 Min Measured Clearance
1810 NBI Rating
25245 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
10 Rt. Curb SW
10 Description
2-82ft. TYPE IV PCB X 73.5ft. RDY.,SK 05 09ft. 30in..W/ 2-10ft.S.W. & TR-3 RAIL Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5515 0914 X H Index
96.6287 Latitude
35:29:34.89 Longitude
-97:27:55.76 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
2 Roadway Name
U.S. 62 (NE 23RD ST) Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
25245 Vault Link
http://plansrv1/bridgemaintvault/b25245 GIS FO/SD
Meets Standards H Inv. Method
30 Latitude DD
35.493025 Longitude DD
-97.465489 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
24733 x
-10849808.6053974 y
4231084.76513678 |
|||||||||||||||||||||||||||||||||||||
| 25243 | 1512 1856 X | 25243 | Coal | S.H. 31 | SANDY CREEK | 1512 1856 X | 1-102ft. PC BM | 1999 | 34.749 | -96.11 | 102.034 | 33.465 | — | 1 | 30 | 2 | 32.001 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98.9 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 290 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
24731 BRKEY
25243 NBI No.
25243 On Under
1 Structure No.
1512 1856 X Control No.
012 Lane Ind.
Milepoint
18560 Facility Carried
S.H. 31 Feature Intersected
SANDY CREEK Division
03 County
029 Location
18.3 MI NE US75 Sufficiency
98.9 Kind Hwy
3 Level Service
1 Route No.
00031 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.95 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1999 ADT Total
290 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
30 No. Main Spans
1 Road Width
32.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
32.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
102.034 Deck Width
33.465 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
9 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
99.9 HS Inv. Rating Method
1 HS Inv. Method
43.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
464 Future ADT Year
2042 Bypass Detour
42.253241 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
25243 ODOT County
15 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
1-102ft. PC BM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1512 1856 X H Index
100 Latitude
34:44:56.53 Longitude
-96:06:34.44 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 31 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
25243 Vault Link
http://plansrv1/bridgemaintvault/b25243 GIS FO/SD
Meets Standards H Inv. Method
29.7 Latitude DD
34.749 Longitude DD
-96.11 ODOT County Number
15 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
24731 x
-10698916.2601415 y
4129823.34648535 |
|||||||||||||||||||||||||||||||||||||
| 25242 | 2022 0616 X | 25242 | Custer | S.H. 34 | CREEK | 2022 0616 X | 2-10ft.X6ft.X76ft. RDY. R.C.B. | 1997 | 35.72276667 | -99.35886667 | 21.982 | 78.002 | — | 2 | 0 | 2 | 76.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 95.5 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1200 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
24730 BRKEY
25242 NBI No.
25242 On Under
1 Structure No.
2022 0616 X Control No.
022 Lane Ind.
Milepoint
06160 Facility Carried
S.H. 34 Feature Intersected
CREEK Division
05 County
039 Location
6.2 MI N JCT S.H. 33 Sufficiency
95.5 Kind Hwy
3 Level Service
1 Route No.
00034 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
76.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1997 ADT Total
1200 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
76.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
3 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
21.982 Deck Width
78.002 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
8 Structure Rating
8 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1920 Future ADT Year
2042 Bypass Detour
47.22421 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
25242 ODOT County
20 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X6ft.X76ft. RDY. R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2022 0616 X H Index
98.68 Latitude
35:43:21.96 Longitude
-99:21:31.92 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 34 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
25242 Vault Link
http://plansrv1/bridgemaintvault/b25242 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
35.72276667 Longitude DD
-99.35886667 ODOT County Number
20 Maint. Dist.
5 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
24730 x
-11060578.4435012 y
4262541.24061346 |
|||||||||||||||||||||||||||||||||||||
| 25145 | 7712R1051 X | 25145 | Woodward | U.S. 412 | BULL CREEK | 7712R1051 X | (3.125 M, 3-3.810 M, 3.125 M) X 1.525 M X 26.000 M CLEAR ROADWAY R.C. BOX | 1939 | 36.435 | -99.20166667 | 61.024 | 87.3 | — | 5 | 0 | 2 | 62.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 81.6 | Excellent (9) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Excellent (9) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 4650 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
24723 BRKEY
25145 NBI No.
25145 On Under
1 Structure No.
7712R1051 X Control No.
012 Lane Ind.
Milepoint
10510 Facility Carried
U.S. 412 Feature Intersected
BULL CREEK Division
06 County
153 Location
1.4 MI E JCT SH 50 Sufficiency
81.6 Kind Hwy
2 Level Service
1 Route No.
00412 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
85.299 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
1939 ADT Total
4650 ADT Year
1999 Design Load
H 20 Skew
0 No. Main Spans
5 Road Width
62.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
02 Appr. Roadway Width
62.999 Span Type Main
M Material
1 - Concrete Design
19 Length
61.024 Deck Width
87.3 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
9 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
9 Culv. Rating
9 Structure Rating
9 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
48.612 HS Inv. Rating Method
2 HS Inv. Method
48.612 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
6700 Future ADT Year
2017 Bypass Detour
50.952437 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
25145 ODOT County
77 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
7.9 Rt. Curb SW
7.9 Description
(3.125 M, 3-3.810 M, 3.125 M) X 1.525 M X 26.000 M CLEAR ROADWAY R.C. BOX Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
7712R1051 X H Index
100 Latitude
36:26:06 Longitude
-99:12:06 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
U.S. 412 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
25145 Vault Link
http://plansrv1/bridgemaintvault/b25145 GIS FO/SD
Meets Standards H Inv. Method
35.715 Latitude DD
36.435 Longitude DD
-99.20166667 ODOT County Number
77 Maint. Dist.
6 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
24723 x
-11043079.0195485 y
4360642.97210862 |
|||||||||||||||||||||||||||||||||||||
| 24213 | 7704 2032 X | 24213 | Woodward | U.S. 183 | BEAVER RIVER | 7704 2032 X | 80ft.,12-90ft.,80ft. PC BM | 1995 | 36.587933 | -99.590425 | 1243.11 | 42.323 | — | 14 | 0 | 2 | 40.026 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 93.1 | 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) | C | 1400 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
24722 BRKEY
24213 NBI No.
24213 On Under
1 Structure No.
7704 2032 X Control No.
004 Lane Ind.
Milepoint
20320 Facility Carried
U.S. 183 Feature Intersected
BEAVER RIVER Division
06 County
153 Location
0.1 MI S HARPER CO Sufficiency
93.1 Kind Hwy
2 Level Service
1 Route No.
00183 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40.026 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
1995 ADT Total
1400 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
14 Road Width
40.026 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
1243.11 Deck Width
42.323 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
6 Chan. Rating
7 Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
74.7 HS Inv. Rating Method
1 HS Inv. Method
44.7 H Operating Rating
4 H Inv. Rating Method
1 Future ADT
2240 Future ADT Year
2042 Bypass Detour
44.738726 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
24213 ODOT County
77 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
9 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
80ft.,12-90ft.,80ft. PC BM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7704 2032 X H Index
89.687 Latitude
36:35:16.56 Longitude
-99:35:25.53 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 183 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
24213 Vault Link
http://plansrv1/bridgemaintvault/b24213 GIS FO/SD
Meets Standards H Inv. Method
29.8 Latitude DD
36.587933 Longitude DD
-99.590425 ODOT County Number
77 Maint. Dist.
6 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
24722 x
-11086355.3988857 y
4381824.54923428 |
|||||||||||||||||||||||||||||||||||||
| 24212 | 7408R1414 X | 24212 | Washington | U.S. 75 | POOLER CREEK | 7408R1414 X | (12ft.-14ft.-12ft.)X 12ft.X | 1996 | 36.92833333 | -95.91666667 | 41.995 | 0 | — | 3 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 66.5 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 4400 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
24721 BRKEY
24212 NBI No.
24212 On Under
1 Structure No.
7408R1414 X Control No.
008 Lane Ind.
Milepoint
14140 Facility Carried
U.S. 75 Feature Intersected
POOLER CREEK Division
08 County
147 Location
14.4 MI N JCT US 60 E Sufficiency
66.5 Kind Hwy
2 Level Service
1 Route No.
00075 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
99.9 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1996 ADT Total
4400 ADT Year
1999 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
4 Fill RCB
15 Appr. Roadway Width
43.999 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.
9 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
8 Structure Rating
8 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
9 HS Operating Rating Method
1 HS Operating Rating
48.612 HS Inv. Rating Method
1 HS Inv. Method
48.612 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4300 Future ADT Year
2017 Bypass Detour
54.680665 School Bus Rte.
1 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
24212 ODOT County
74 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(12ft.-14ft.-12ft.)X 12ft.X Route Flag
P Status Flag
V On Off System
1 Frontage Ind.
Alt. Structure Name
7408R1414 X H Index
100 Latitude
36:55:42 Longitude
-95:55:00 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
U.S. 75 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
24212 Vault Link
http://plansrv1/bridgemaintvault/b24212 GIS FO/SD
Meets Standards H Inv. Method
35.715 Latitude DD
36.92833333 Longitude DD
-95.91666667 ODOT County Number
74 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
24721 x
-10677394.4922926 y
4429122.07992625 |
|||||||||||||||||||||||||||||||||||||
| 24211 | 7408R0998 X | 24211 | Washington | U.S. 75 | BRUSH CREEK | 7408R0998 X | 4-15ft.-15ft.X 142ft. R.C.BOX SK60 DEG. | 1996 | 36.87333333 | -95.935 | 76.115 | 0 | — | 4 | 30 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 79.7 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 7500 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
24720 BRKEY
24211 NBI No.
24211 On Under
1 Structure No.
7408R0998 X Control No.
008 Lane Ind.
Milepoint
09980 Facility Carried
U.S. 75 Feature Intersected
BRUSH CREEK Division
08 County
147 Location
9.9 MI N JCT US 60 E Sufficiency
79.7 Kind Hwy
2 Level Service
1 Route No.
00075 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
99.9 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1996 ADT Total
7500 ADT Year
1999 Design Load
HS 20 Skew
30 No. Main Spans
4 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
4 Fill RCB
16 Appr. Roadway Width
43.999 Span Type Main
M Material
1 - Concrete Design
19 Length
76.115 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.
9 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
4 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
5 Approach Alignment
9 HS Operating Rating Method
1 HS Operating Rating
48.612 HS Inv. Rating Method
1 HS Inv. Method
48.612 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5300 Future ADT Year
2017 Bypass Detour
1.864114 School Bus Rte.
1 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
24211 ODOT County
74 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
4-15ft.-15ft.X 142ft. R.C.BOX SK60 DEG. Route Flag
P Status Flag
V On Off System
1 Frontage Ind.
Alt. Structure Name
7408R0998 X H Index
100 Latitude
36:52:24 Longitude
-95:56:06 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
U.S. 75 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
24211 Vault Link
http://plansrv1/bridgemaintvault/b24211 GIS FO/SD
Meets Standards H Inv. Method
35.715 Latitude DD
36.87333333 Longitude DD
-95.935 ODOT County Number
74 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
24720 x
-10679435.3492527 y
4421465.76278934 |
|||||||||||||||||||||||||||||||||||||
| 24308 | 7712 0587NX | 24308 | Woodward | U.S. 412 | N. CANADIAN RIVER O'FLOW | 7712 0587NX | 60,5-100,60ft. PCBM SP.S | 1995 | 36.436675 | -99.286236 | 622.047 | 40.026 | — | 7 | 0 | 2 | 38.058 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99 | Good (7) | Satisfactory (6) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 2950 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
24704 BRKEY
24308 NBI No.
24308 On Under
1 Structure No.
7712 0587NX Control No.
012 Lane Ind.
N Milepoint
05870 Facility Carried
U.S. 412 Feature Intersected
N. CANADIAN RIVER O'FLOW Division
06 County
153 Location
5.8 MI E JCT US 183 Sufficiency
99 Kind Hwy
2 Level Service
1 Route No.
00412 Service Type On
1 Service Type Off
9 Vertical Clearance
N Horizontal Clearance
38.058 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
1995 ADT Total
2950 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
7 Road Width
38.058 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
622.047 Deck Width
40.026 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
7 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
67.9 HS Inv. Rating Method
1 HS Inv. Method
40.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4720 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
24308 ODOT County
77 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
60,5-100,60ft. PCBM SP.S Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7712 0587NX H Index
90.1245 Latitude
36:26:12.03 Longitude
-99:17:10.45 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 412 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
24308 Vault Link
http://plansrv1/bridgemaintvault/b24308 GIS FO/SD
Meets Standards H Inv. Method
29.3 Latitude DD
36.436675 Longitude DD
-99.286236 ODOT County Number
77 Maint. Dist.
6 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
24704 x
-11052493.2343008 y
4360874.73710558 |
|||||||||||||||||||||||||||||||||||||
| 24305 | 2320 1710 X | 24305 | Ellis | S.H. 15 | BOGGY CREEK | 2320 1710 X | 6- 70ft. PC BEAM SPANS | 1996 | 36.37611389 | -99.61844444 | 422.001 | 42.201 | — | 6 | 0 | 2 | 39.902 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 88.6 | Satisfactory (6) | Good (7) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 3000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
24701 BRKEY
24305 NBI No.
24305 On Under
1 Structure No.
2320 1710 X Control No.
020 Lane Ind.
Milepoint
17100 Facility Carried
S.H. 15 Feature Intersected
BOGGY CREEK Division
06 County
045 Location
17.1 MI NE US283 Sufficiency
88.6 Kind Hwy
3 Level Service
1 Route No.
00015 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
02 - Principal Arterial Other (Rural) Year Built
1996 ADT Total
3000 ADT Year
2022 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
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
36.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
422.001 Deck Width
42.201 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
6 Chan. Rating
8 Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
66 HS Inv. Rating Method
1 HS Inv. Method
39 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4800 Future ADT Year
2042 Bypass Detour
44.999999 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
24305 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
0 Rt. Curb SW
0 Description
6- 70ft. PC BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2320 1710 X H Index
89.8871 Latitude
36:22:34.01 Longitude
-99:37:06.4 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 15 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
24305 Vault Link
http://plansrv1/bridgemaintvault/b24305 GIS FO/SD
Meets Standards H Inv. Method
29 Latitude DD
36.37611389 Longitude DD
-99.61844444 ODOT County Number
23 Maint. Dist.
6 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
24701 x
-11089474.5086788 y
4352498.24395246 |
|||||||||||||||||||||||||||||||||||||
| 24202 | 3402 0767 X | 24202 | Jefferson | U.S. 70 | BEAVER CREEK O'FLOW | 3402 0767 X | 80ft. - 5 100ft. -80ft. PC BEAM WITH 6ft. SIDEWALK ON RIGHT | 1995 | 34.15860833 | -98.00623889 | 662.073 | 47.999 | — | 7 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95.3 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 2200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
24693 BRKEY
24202 NBI No.
24202 On Under
1 Structure No.
3402 0767 X Control No.
002 Lane Ind.
Milepoint
07670 Facility Carried
U.S. 70 Feature Intersected
BEAVER CREEK O'FLOW Division
07 County
067 Location
7.8 MI E COTTON C/L Sufficiency
95.3 Kind Hwy
2 Level Service
1 Route No.
00070 Service Type On
5 Service Type Off
9 Vertical Clearance
N Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1995 ADT Total
2200 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
7 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
662.073 Deck Width
47.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
86 HS Inv. Rating Method
1 HS Inv. Method
47 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3520 Future ADT Year
2042 Bypass Detour
27.961703 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
24202 ODOT County
34 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
6.001 Description
80ft. - 5 100ft. -80ft. PC BEAM WITH 6ft. SIDEWALK ON RIGHT Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3402 0767 X H Index
88.5885 Latitude
34:09:30.99 Longitude
-98:00:22.46 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 70 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
004 NBI Text
24202 Vault Link
http://plansrv1/bridgemaintvault/b24202 GIS FO/SD
Meets Standards H Inv. Method
32 Latitude DD
34.15860833 Longitude DD
-98.00623889 ODOT County Number
34 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
24693 x
-10910004.6077987 y
4050119.18484056 |