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.
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| 24014 | 1603R0320SX | 24014 | Comanche | U.S. 62 | S.L. & S.F. R.R. UNDER | 1603R0320SX | 3-80ft. PRESTRESSED CONC. BM. SPANS SK. 30 DEG.17ft.14ft. | 1993 | 34.63166667 | -98.76666667 | 244.094 | 40 | — | 3 | 30 | 2 | 37.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | _ | Open, no restriction (A) | 92 | 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 | 02 - Principal Arterial Other (Rural) | C | 1600 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
24685 BRKEY
24014 NBI No.
24014 On Under
1 Structure No.
1603R0320SX Control No.
003 Lane Ind.
S Milepoint
03200 Facility Carried
U.S. 62 Feature Intersected
S.L. & S.F. R.R. UNDER Division
07 County
031 Location
3.20 MI. E. KIOWA CL Sufficiency
92 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
2 Vertical Clearance
_ Horizontal Clearance
37.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1993 ADT Total
1600 ADT Year
1999 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
R Underclearance Right
16.001 Underclearance Left
99.9 Deck Structure Type
_ No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
37.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
244.094 Deck Width
40 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
9 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
N Culv. Rating
N Structure Rating
8 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 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
3200 Future ADT Year
2017 Bypass Detour
60.273005 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
24014 ODOT County
16 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
_ Lft. Curb SW
0 Rt. Curb SW
0 Description
3-80ft. PRESTRESSED CONC. BM. SPANS SK. 30 DEG.17ft.14ft. Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1603R0320SX H Index
100 Latitude
34:37:54 Longitude
-98:46:00 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
U.S. 62 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
4-16 NBI Text
24014 Vault Link
http://plansrv1/bridgemaintvault/b24014 GIS FO/SD
Meets Standards H Inv. Method
35.715 Latitude DD
34.63166667 Longitude DD
-98.76666667 ODOT County Number
16 Maint. Dist.
7 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
24685 x
-10994655.0410534 y
4113938.09422288 |
|||||||||||||||||||||||||||||||||||||
| 24013 | 1603R0272SX | 24013 | Comanche | U.S. 62 | SANDY CREEK | 1603R0272SX | 3-50ft. PRESTRESED CONC. BM. SPANS | 1993 | 34.63166667 | -98.77666667 | 151.903 | 40 | — | 3 | 0 | 2 | 37.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | _ | Open, no restriction (A) | 92 | 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 | 02 - Principal Arterial Other (Rural) | C | 1600 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
24684 BRKEY
24013 NBI No.
24013 On Under
1 Structure No.
1603R0272SX Control No.
003 Lane Ind.
S Milepoint
02720 Facility Carried
U.S. 62 Feature Intersected
SANDY CREEK Division
07 County
031 Location
2.72 MI. E. KIOWA CL Sufficiency
92 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
37.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1993 ADT Total
1600 ADT Year
1999 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
_ No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
37.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
151.903 Deck Width
40 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
9 Deck Rating
8 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
8 Approach Alignment
8 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
1600 Future ADT Year
2017 Bypass Detour
60.273005 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
24013 ODOT County
16 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
_ Lft. Curb SW
0 Rt. Curb SW
0 Description
3-50ft. PRESTRESED CONC. BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1603R0272SX H Index
100 Latitude
34:37:54 Longitude
-98:46:36 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
U.S. 62 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
24013 Vault Link
http://plansrv1/bridgemaintvault/b24013 GIS FO/SD
Meets Standards H Inv. Method
35.715 Latitude DD
34.63166667 Longitude DD
-98.77666667 ODOT County Number
16 Maint. Dist.
7 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
24684 x
-10995768.2359613 y
4113938.09422288 |
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| 24010 | 4108 0930 X | 24010 | Lincoln | S.H. 66 | DRY CREEK O'FLOW | 4108 0930 X | 100ft. PC BM SPAN | 1995 | 35.724 | -96.74284444 | 101.05 | 42.323 | — | 1 | 0 | 2 | 40.026 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 90.8 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2700 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
24681 BRKEY
24010 NBI No.
24010 On Under
1 Structure No.
4108 0930 X Control No.
008 Lane Ind.
Milepoint
09300 Facility Carried
S.H. 66 Feature Intersected
DRY CREEK O'FLOW Division
03 County
081 Location
9.3 MI E JCT SH 18 Sufficiency
90.8 Kind Hwy
3 Level Service
1 Route No.
00066 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1995 ADT Total
2700 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
1 Road Width
40.026 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
101.05 Deck Width
42.323 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
93 HS Inv. Rating Method
1 HS Inv. Method
44 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4320 Future ADT Year
2042 Bypass Detour
44.117354 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
24010 ODOT County
41 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
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
100ft. PC BM SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4108 0930 X H Index
97.1881 Latitude
35:43:26.4 Longitude
-96:44:34.24 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 66 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
24010 Vault Link
http://plansrv1/bridgemaintvault/b24010 GIS FO/SD
Meets Standards H Inv. Method
30 Latitude DD
35.724 Longitude DD
-96.74284444 ODOT County Number
41 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
24681 x
-10769364.1809537 y
4262710.35370244 |
|||||||||||||||||||||||||||||||||||||
| 24302 | 0314 1489 X | 24302 | Atoka | S.H. 7 | CREEK | 0314 1489 X | (3) 13ft. X 11ft. X 102ft. LONG RCB SK 45° | 1999 | 34.37475 | -96.15746667 | 60.801 | 0 | — | 3 | 45 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 93.1 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
24680 BRKEY
24302 NBI No.
24302 On Under
1 Structure No.
0314 1489 X Control No.
014 Lane Ind.
Milepoint
14890 Facility Carried
S.H. 7 Feature Intersected
CREEK Division
02 County
005 Location
14.89 E JOHNSTON C/L Sufficiency
93.1 Kind Hwy
3 Level Service
1 Route No.
00007 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
22.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1999 ADT Total
2700 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
45 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
4 Appr. Roadway Width
39.37 Span Type Main
M Material
1 - Concrete Design
19 Length
60.801 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
59.966 HS Inv. Rating Method
3 HS Inv. Method
36.046 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
4320 Future ADT Year
2042 Bypass Detour
19.262507 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
24302 ODOT County
03 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) 13ft. X 11ft. X 102ft. LONG RCB SK 45° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0314 1489 X H Index
67 Latitude
34:22:29.1 Longitude
-96:09:26.88 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 7 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
55 NBI Text
24302 Vault Link
http://plansrv1/bridgemaintvault/b24302 GIS FO/SD
Meets Standards H Inv. Method
35.935 Latitude DD
34.37475 Longitude DD
-96.15746667 ODOT County Number
3 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
24680 x
-10704200.2256756 y
4079233.48147035 |
|||||||||||||||||||||||||||||||||||||
| 24301 | 3026 0034 X | 24301 | Harper | S.H. 46 | BEAVER RIVER | 3026 0034 X | 9-100ft. PC BEAM SPANS | 1997 | 36.61970278 | -99.74617778 | 902.887 | 34.449 | — | 9 | 0 | 2 | 32.3 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98.6 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 260 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
24679 BRKEY
24301 NBI No.
24301 On Under
1 Structure No.
3026 0034 X Control No.
026 Lane Ind.
Milepoint
00340 Facility Carried
S.H. 46 Feature Intersected
BEAVER RIVER Division
06 County
059 Location
0.4 MI N JCT US 270 Sufficiency
98.6 Kind Hwy
3 Level Service
1 Route No.
00046 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
32.3 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1997 ADT Total
260 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
9 Road Width
32.3 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
902.887 Deck Width
34.449 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
6 Sub Rating
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
103 HS Inv. Rating Method
1 HS Inv. Method
48 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
416 Future ADT Year
2042 Bypass Detour
21.747992 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
_ Advanced Warning Sign
N Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
24301 ODOT County
30 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
9-100ft. PC BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3026 0034 X H Index
98.7328 Latitude
36:37:10.93 Longitude
-99:44:46.24 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 46 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
24301 Vault Link
http://plansrv1/bridgemaintvault/b24301 GIS FO/SD
Meets Standards H Inv. Method
33 Latitude DD
36.61970278 Longitude DD
-99.74617778 ODOT County Number
30 Maint. Dist.
6 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
24679 x
-11103693.7190449 y
4386229.99750866 |
|||||||||||||||||||||||||||||||||||||
| 24300 | 3020 1022 X | 24300 | Harper | U.S. 283 | CIMARRON RIVER | 3020 1022 X | 90ft.-(12X100ft.)-90ft. PC | 1998 | 36.97443889 | -99.97591944 | 1381.89 | 34.121 | — | 14 | 0 | 2 | 32.001 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 93.4 | Good (7) | Satisfactory (6) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 690 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
24678 BRKEY
24300 NBI No.
24300 On Under
1 Structure No.
3020 1022 X Control No.
020 Lane Ind.
Milepoint
10220 Facility Carried
U.S. 283 Feature Intersected
CIMARRON RIVER Division
06 County
059 Location
10.4 MI N JCT US 64 Sufficiency
93.4 Kind Hwy
2 Level Service
1 Route No.
00283 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
32.001 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
690 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
14 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
1381.89 Deck Width
34.121 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
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
76 HS Inv. Rating Method
1 HS Inv. Method
45 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1104 Future ADT Year
2042 Bypass Detour
75.185914 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
_ Advanced Warning Sign
N Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
24300 ODOT County
30 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
90ft.-(12X100ft.)-90ft. PC Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3020 1022 X H Index
88.3281 Latitude
36:58:27.98 Longitude
-99:58:33.31 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 283 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
24300 Vault Link
http://plansrv1/bridgemaintvault/b24300 GIS FO/SD
Meets Standards H Inv. Method
30 Latitude DD
36.97443889 Longitude DD
-99.97591944 ODOT County Number
30 Maint. Dist.
6 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
24678 x
-11129268.4436501 y
4435544.49678916 |
|||||||||||||||||||||||||||||||||||||
| 24201 | 3402 0758 X | 24201 | Jefferson | U.S. 70 | BEAVER CREEK | 3402 0758 X | 2 - 100ft., 80ft. PC BEAM SPAN WITH 6.0ft. SIDEWALK ON RIGHT SIDE | 1995 | 34.15863333 | -98.00768611 | 282.152 | 47.999 | — | 3 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95.3 | 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) | C | 2200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
24674 BRKEY
24201 NBI No.
24201 On Under
1 Structure No.
3402 0758 X Control No.
002 Lane Ind.
Milepoint
07580 Facility Carried
U.S. 70 Feature Intersected
BEAVER CREEK Division
07 County
067 Location
7.7 MI E COTTON C/L Sufficiency
95.3 Kind Hwy
2 Level Service
1 Route No.
00070 Service Type On
5 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1995 ADT Total
2200 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
282.152 Deck Width
47.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
7 Culv. Rating
N Structure Rating
8 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
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
24201 ODOT County
34 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
6.001 Description
2 - 100ft., 80ft. PC BEAM SPAN WITH 6.0ft. SIDEWALK ON RIGHT SIDE Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3402 0758 X H Index
97.0359 Latitude
34:09:31.08 Longitude
-98:00:27.67 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
003 NBI Text
24201 Vault Link
http://plansrv1/bridgemaintvault/b24201 GIS FO/SD
Meets Standards H Inv. Method
32 Latitude DD
34.15863333 Longitude DD
-98.00768611 ODOT County Number
34 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
24674 x
-10910165.7115922 y
4050122.54802286 |
|||||||||||||||||||||||||||||||||||||
| 24200 | 6906 0545NX | 24200 | Stephens | S.H. 7 | LITTLE BEAVER CREEK | 6906 0545NX | 3-80ft. PC BEAM SPAN | 1995 | 34.59451389 | -98.04605833 | 242.1 | 41.001 | — | 3 | 0 | 2 | 37.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 100 | Good (7) | Satisfactory (6) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 3700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
24673 BRKEY
24200 NBI No.
24200 On Under
1 Structure No.
6906 0545NX Control No.
006 Lane Ind.
N Milepoint
05450 Facility Carried
S.H. 7 Feature Intersected
LITTLE BEAVER CREEK Division
07 County
137 Location
4.4W OF JCT US-81 & SH-7 Sufficiency
100 Kind Hwy
3 Level Service
1 Route No.
00007 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1995 ADT Total
3700 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
28 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
242.1 Deck Width
41.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
6 Super Rating
8 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
76.7 HS Inv. Rating Method
1 HS Inv. Method
45.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5920 Future ADT Year
2042 Bypass Detour
0.099997 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
24200 ODOT County
69 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-80ft. PC BEAM SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6906 0545NX H Index
99.905 Latitude
34:35:40.25 Longitude
-98:02:45.81 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 7 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
12A NBI Text
24200 Vault Link
http://plansrv1/bridgemaintvault/b24200 GIS FO/SD
Meets Standards H Inv. Method
32 Latitude DD
34.59451389 Longitude DD
-98.04605833 ODOT County Number
69 Maint. Dist.
7 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
24673 x
-10914437.2875832 y
4108912.82634645 |
|||||||||||||||||||||||||||||||||||||
| 24197 | 6906 0618NX | 24197 | Stephens | S.H. 7 | HELL CREEK | 6906 0618NX | 3-60ft. PC BEAM SPAN | 1995 | 34.59456667 | -98.03294444 | 183.1 | 41.001 | — | 3 | 0 | 2 | 37.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 100 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 4050 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
24670 BRKEY
24197 NBI No.
24197 On Under
1 Structure No.
6906 0618NX Control No.
006 Lane Ind.
N Milepoint
06180 Facility Carried
S.H. 7 Feature Intersected
HELL CREEK Division
07 County
137 Location
3.7W OF US-81 & SH-7 Sufficiency
100 Kind Hwy
3 Level Service
1 Route No.
00007 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1995 ADT Total
4050 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
183.1 Deck Width
41.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
5 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
66.5 HS Inv. Rating Method
1 HS Inv. Method
39.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6480 Future ADT Year
2042 Bypass Detour
0.1 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
24197 ODOT County
69 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-60ft. PC BEAM SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6906 0618NX H Index
100 Latitude
34:35:40.44 Longitude
-98:01:58.6 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 7 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
14A NBI Text
24197 Vault Link
http://plansrv1/bridgemaintvault/b24197 GIS FO/SD
Meets Standards H Inv. Method
30.2 Latitude DD
34.59456667 Longitude DD
-98.03294444 ODOT County Number
69 Maint. Dist.
7 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
24670 x
-10912977.4560261 y
4108919.96375014 |
|||||||||||||||||||||||||||||||||||||
| 24196 | 6906 0576NX | 24196 | Stephens | S.H. 7 | LITTLE BEAVER CREEK O'FL | 6906 0576NX | 3-60ft. PC BEAM SPANS | 1995 | 34.59453611 | -98.0405 | 182.1 | 41.001 | — | 3 | 0 | 2 | 37.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 100 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 3700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
24669 BRKEY
24196 NBI No.
24196 On Under
1 Structure No.
6906 0576NX Control No.
006 Lane Ind.
N Milepoint
05760 Facility Carried
S.H. 7 Feature Intersected
LITTLE BEAVER CREEK O'FL Division
07 County
137 Location
4.2W OF JCT US-81 & SH-7 Sufficiency
100 Kind Hwy
3 Level Service
1 Route No.
00007 Service Type On
1 Service Type Off
9 Vertical Clearance
N Horizontal Clearance
37.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1995 ADT Total
3700 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
182.1 Deck Width
41.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
66.5 HS Inv. Rating Method
1 HS Inv. Method
39.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5920 Future ADT Year
2042 Bypass Detour
0.099997 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
24196 ODOT County
69 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-60ft. PC BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6906 0576NX H Index
99.7683 Latitude
34:35:40.33 Longitude
-98:02:25.8 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 7 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
13A NBI Text
24196 Vault Link
http://plansrv1/bridgemaintvault/b24196 GIS FO/SD
Meets Standards H Inv. Method
30.2 Latitude DD
34.59453611 Longitude DD
-98.0405 ODOT County Number
69 Maint. Dist.
7 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
24669 x
-10913818.5371179 y
4108915.83114146 |
|||||||||||||||||||||||||||||||||||||
| 24009 | 1653 0100 X | 24009 | Comanche | U.S. 62 | CREEK | 1653 0100 X | 2-8ft. X 4ft. X 227ft. RCB | 1996 | 34.63784722 | -98.48438611 | 36.499 | 0 | — | 2 | 60 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 82.2 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | C | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
24662 BRKEY
24009 NBI No.
24009 On Under
1 Structure No.
1653 0100 X Control No.
053 Lane Ind.
Milepoint
01000 Facility Carried
U.S. 62 Feature Intersected
CREEK Division
07 County
031 Location
0.5E OF 82ND ON ROGERS LN Sufficiency
82.2 Kind Hwy
2 Level Service
1 Route No.
07780 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
68.031 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
1996 ADT Total
5000 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
3 Appr. Roadway Width
67.999 Span Type Main
M Material
1 - Concrete Design
19 Length
36.499 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
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
8000 Future ADT Year
2042 Bypass Detour
1.864114 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
50 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
24009 ODOT County
16 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-8ft. X 4ft. X 227ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1653 0100 X H Index
99.8551 Latitude
34:38:16.25 Longitude
-98:29:03.79 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 62 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
100A NBI Text
24009 Vault Link
http://plansrv1/bridgemaintvault/b24009 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
34.63784722 Longitude DD
-98.48438611 ODOT County Number
16 Maint. Dist.
7 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
24662 x
-10963231.7128533 y
4114774.29084191 |
|||||||||||||||||||||||||||||||||||||
| 24005 | 4108 0918 X | 24005 | Lincoln | S.H. 66 | DRY CREEK | 4108 0918 X | 3-100ft. PC BEAM | 1995 | 35.72399444 | -96.74518889 | 301.837 | 42.323 | — | 3 | 0 | 2 | 40.026 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 90.8 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2700 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
24658 BRKEY
24005 NBI No.
24005 On Under
1 Structure No.
4108 0918 X Control No.
008 Lane Ind.
Milepoint
09180 Facility Carried
S.H. 66 Feature Intersected
DRY CREEK Division
03 County
081 Location
9.1 MI E JCT SH 18 Sufficiency
90.8 Kind Hwy
3 Level Service
1 Route No.
00066 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1995 ADT Total
2700 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
40.026 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
301.837 Deck Width
42.323 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
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
102 HS Inv. Rating Method
1 HS Inv. Method
44 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4320 Future ADT Year
2042 Bypass Detour
44.117354 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
24005 ODOT County
41 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
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-100ft. PC BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4108 0918 X H Index
98.2635 Latitude
35:43:26.38 Longitude
-96:44:42.68 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 66 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
24005 Vault Link
http://plansrv1/bridgemaintvault/b24005 GIS FO/SD
Meets Standards H Inv. Method
30 Latitude DD
35.72399444 Longitude DD
-96.74518889 ODOT County Number
41 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
24658 x
-10769625.1639339 y
4262709.59131443 |
|||||||||||||||||||||||||||||||||||||
| 24195 | 1320 0595 X | 24195 | Cimarron | S.H. 325 | Tesesquite Creek | 1320 0595 X | 50ft.-60ft.-50ft. P.C. BEA | 1995 | 36.89765 | -102.89899722 | 163.058 | 34.199 | — | 3 | 30 | 2 | 32.001 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98 | 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 | 70 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
24650 BRKEY
24195 NBI No.
24195 On Under
1 Structure No.
1320 0595 X Control No.
020 Lane Ind.
Milepoint
05950 Facility Carried
S.H. 325 Feature Intersected
Tesesquite Creek Division
06 County
025 Location
5.9 MI E OKLA. S/L Sufficiency
98 Kind Hwy
3 Level Service
1 Route No.
00325 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
32.1 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
1995 ADT Total
70 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
32.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
23.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
163.058 Deck Width
34.199 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
8 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
63 HS Inv. Rating Method
1 HS Inv. Method
38 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
112 Future ADT Year
2042 Bypass Detour
60.273005 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
24195 ODOT County
13 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
50ft.-60ft.-50ft. P.C. BEA Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1320 0595 X H Index
89.3612 Latitude
36:53:51.54 Longitude
-102:53:56.39 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 325 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
24195 Vault Link
http://plansrv1/bridgemaintvault/b24195 GIS FO/SD
Meets Standards H Inv. Method
28 Latitude DD
36.89765 Longitude DD
-102.89899722 ODOT County Number
13 Maint. Dist.
6 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
24650 x
-11454663.9736689 y
4424850.10295064 |
|||||||||||||||||||||||||||||||||||||
| 24194 | 1320 0199 X | 24194 | Cimarron | S.H. 325 | CREEK | 1320 0199 X | 100ft. PC BEAM SPAN SK | 1995 | 36.90307778 | -102.96724722 | 100.066 | 34.199 | — | 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 | Good (7) | Satisfactory (6) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 70 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
24649 BRKEY
24194 NBI No.
24194 On Under
1 Structure No.
1320 0199 X Control No.
020 Lane Ind.
Milepoint
01990 Facility Carried
S.H. 325 Feature Intersected
CREEK Division
06 County
025 Location
2.0 MI E OKLA. S/L Sufficiency
98 Kind Hwy
3 Level Service
1 Route No.
00325 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
32.1 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
1995 ADT Total
70 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
1 Road Width
32.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
23.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
100.066 Deck Width
34.199 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
7 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
8 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
106 HS Inv. Rating Method
1 HS Inv. Method
48 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
112 Future ADT Year
2042 Bypass Detour
60.273005 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
35 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
24194 ODOT County
13 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. PC BEAM SPAN SK Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1320 0199 X H Index
88.1347 Latitude
36:54:11.08 Longitude
-102:58:02.09 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 325 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
24194 Vault Link
http://plansrv1/bridgemaintvault/b24194 GIS FO/SD
Meets Standards H Inv. Method
33 Latitude DD
36.90307778 Longitude DD
-102.96724722 ODOT County Number
13 Maint. Dist.
6 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
24649 x
-11462261.5289155 y
4425605.67651461 |
|||||||||||||||||||||||||||||||||||||
| 24193 | 1320 0105 X | 24193 | Cimarron | S.H. 325 | CREEK | 1320 0105 X | 1-75ft. PC BEAM BRIDGE | 1995 | 36.90241111 | -102.98400278 | 75.131 | 34.199 | — | 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 | Satisfactory (6) | Satisfactory (6) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 70 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
24648 BRKEY
24193 NBI No.
24193 On Under
1 Structure No.
1320 0105 X Control No.
020 Lane Ind.
Milepoint
01050 Facility Carried
S.H. 325 Feature Intersected
CREEK Division
06 County
025 Location
1.0 MI E OKLA S/L Sufficiency
98 Kind Hwy
3 Level Service
1 Route No.
00325 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
32.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1995 ADT Total
70 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
1 Road Width
32.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
23.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
75.131 Deck Width
34.199 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
7 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
6 Deck Geometry
8 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
88 HS Inv. Rating Method
1 HS Inv. Method
53 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
112 Future ADT Year
2042 Bypass Detour
60.273005 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
24193 ODOT County
13 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
1-75ft. PC BEAM BRIDGE Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1320 0105 X H Index
87.4005 Latitude
36:54:08.68 Longitude
-102:59:02.41 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 325 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
24193 Vault Link
http://plansrv1/bridgemaintvault/b24193 GIS FO/SD
Meets Standards H Inv. Method
40 Latitude DD
36.90241111 Longitude DD
-102.98400278 ODOT County Number
13 Maint. Dist.
6 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
24648 x
-11464126.7493227 y
4425512.86988974 |
|||||||||||||||||||||||||||||||||||||
| 24287 | 5414 0625 X | 24287 | Okfuskee | S.H. 56 | GREENLEAF CREEK | 5414 0625 X | 1-100ft. P.C BM SPAN | 1996 | 35.430725 | -96.33945833 | 101.05 | 34.121 | — | 1 | 0 | 2 | 32.152 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99.4 | Good (7) | Satisfactory (6) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 950 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
24629 BRKEY
24287 NBI No.
24287 On Under
1 Structure No.
5414 0625 X Control No.
014 Lane Ind.
Milepoint
06250 Facility Carried
S.H. 56 Feature Intersected
GREENLEAF CREEK Division
03 County
107 Location
6.3 MI E SEMINOLE CO Sufficiency
99.4 Kind Hwy
3 Level Service
1 Route No.
00056 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
1996 ADT Total
950 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
1 Road Width
32.152 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
32.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
101.05 Deck Width
34.121 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
8 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
85 HS Inv. Rating Method
1 HS Inv. Method
44 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1520 Future ADT Year
2042 Bypass Detour
8.077825 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
24287 ODOT County
54 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
1-100ft. P.C BM SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5414 0625 X H Index
97.2607 Latitude
35:25:50.61 Longitude
-96:20:22.05 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 56 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
24287 Vault Link
http://plansrv1/bridgemaintvault/b24287 GIS FO/SD
Meets Standards H Inv. Method
30 Latitude DD
35.430725 Longitude DD
-96.33945833 ODOT County Number
54 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
24629 x
-10724459.4445954 y
4222570.10567196 |
|||||||||||||||||||||||||||||||||||||
| 24091 | 6347 0352 X | 24091 | Pottawatomie | S.H. 102 | WOLF CREEK | 6347 0352 X | 1-120ft. BULB TEE PC B | 1996 | 35.036847 | -97.036286 | 122.047 | 34.121 | — | 1 | 30 | 2 | 32.152 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99.7 | Good (7) | Good (7) | Good (7) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
24618 BRKEY
24091 NBI No.
24091 On Under
1 Structure No.
6347 0352 X Control No.
047 Lane Ind.
Milepoint
03520 Facility Carried
S.H. 102 Feature Intersected
WOLF CREEK Division
03 County
125 Location
3.5 MI N SH 39 Sufficiency
99.7 Kind Hwy
3 Level Service
1 Route No.
00102 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
32.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1996 ADT Total
400 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
1 Road Width
32.152 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
32.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
122.047 Deck Width
34.121 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
7 Sub Rating
8 Chan. Rating
6 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
111.6 HS Inv. Rating Method
1 HS Inv. Method
45.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
640 Future ADT Year
2042 Bypass Detour
9.941939 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
24091 ODOT County
63 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
1-120ft. BULB TEE PC B Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6347 0352 X H Index
96.5574 Latitude
35:02:12.65 Longitude
-97:02:10.63 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 102 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
24091 Vault Link
http://plansrv1/bridgemaintvault/b24091 GIS FO/SD
Meets Standards H Inv. Method
28.3 Latitude DD
35.036847 Longitude DD
-97.036286 ODOT County Number
63 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
24618 x
-10802029.9459905 y
4168889.63228474 |
|||||||||||||||||||||||||||||||||||||
| 24088 | 6347 0397 X | 24088 | Pottawatomie | S.H. 102 | SALT CREEK | 6347 0397 X | 35ft.4ft.-50-35ft.4ft. PC BE | 1996 | 35.04340278 | -97.03632778 | 121.063 | 34.121 | — | 3 | 0 | 2 | 32.152 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94.4 | Good (7) | Satisfactory (6) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
24615 BRKEY
24088 NBI No.
24088 On Under
1 Structure No.
6347 0397 X Control No.
047 Lane Ind.
Milepoint
03970 Facility Carried
S.H. 102 Feature Intersected
SALT CREEK Division
03 County
125 Location
3.9 MI N SH 39 Sufficiency
94.4 Kind Hwy
3 Level Service
1 Route No.
00102 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
36.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1996 ADT Total
400 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
32.152 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
36.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
121.063 Deck Width
34.121 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
8 Sub Rating
8 Chan. Rating
6 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
57.8 HS Inv. Rating Method
1 HS Inv. Method
34.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
640 Future ADT Year
2042 Bypass Detour
9.941939 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
24088 ODOT County
63 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
35ft.4ft.-50-35ft.4ft. PC BE Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6347 0397 X H Index
99.4652 Latitude
35:02:36.25 Longitude
-97:02:10.78 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 102 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
24088 Vault Link
http://plansrv1/bridgemaintvault/b24088 GIS FO/SD
Meets Standards H Inv. Method
27 Latitude DD
35.04340278 Longitude DD
-97.03632778 ODOT County Number
63 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
24615 x
-10802034.5969188 y
4169780.97390106 |
|||||||||||||||||||||||||||||||||||||
| 23986 | 3536 0639 X | 23986 | Johnston | S.H. 7 | PENNINGTON CREEK | 3536 0639 X | 55ft.-100ft.-55ft. PC BEAM | 1995 | 34.35129444 | -96.71075278 | 209.974 | 34.121 | — | 3 | 0 | 2 | 32.152 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94.1 | Good (7) | Satisfactory (6) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
24585 BRKEY
23986 NBI No.
23986 On Under
1 Structure No.
3536 0639 X Control No.
036 Lane Ind.
Milepoint
06390 Facility Carried
S.H. 7 Feature Intersected
PENNINGTON CREEK Division
03 County
069 Location
4.4 MI W JCT SH99 Sufficiency
94.1 Kind Hwy
3 Level Service
1 Route No.
00007 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
1995 ADT Total
400 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
32.152 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
36.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
209.974 Deck Width
34.121 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
6 Super Rating
7 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
76 HS Inv. Rating Method
1 HS Inv. Method
46 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
640 Future ADT Year
2042 Bypass Detour
26.09759 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
23986 ODOT County
35 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
55ft.-100ft.-55ft. PC BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3536 0639 X H Index
98.7945 Latitude
34:21:04.66 Longitude
-96:42:38.71 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 7 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
23986 Vault Link
http://plansrv1/bridgemaintvault/b23986 GIS FO/SD
Meets Standards H Inv. Method
32 Latitude DD
34.35129444 Longitude DD
-96.71075278 ODOT County Number
35 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
24585 x
-10765791.7537038 y
4076070.39148112 |
|||||||||||||||||||||||||||||||||||||
| 24277 | 6222 0014 X | 24277 | Pontotoc | S.H. 59A | BIG CREEK | 6222 0014 X | 40ft.-70ft.-40ft. PC BM 32 | 1996 | 34.88359444 | -96.92836944 | 150.919 | 34.121 | — | 3 | 0 | 2 | 32.152 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98.9 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
24583 BRKEY
24277 NBI No.
24277 On Under
1 Structure No.
6222 0014 X Control No.
022 Lane Ind.
Milepoint
00140 Facility Carried
S.H. 59A Feature Intersected
BIG CREEK Division
03 County
123 Location
0.2 MI E MCCLAIN C/L Sufficiency
98.9 Kind Hwy
3 Level Service
1 Route No.
0059A 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
1996 ADT Total
1100 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
32.152 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
32.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
150.919 Deck Width
34.121 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
68.2 HS Inv. Rating Method
1 HS Inv. Method
40.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1760 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
24277 ODOT County
62 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
40ft.-70ft.-40ft. PC BM 32 Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6222 0014 X H Index
98.0625 Latitude
34:53:00.94 Longitude
-96:55:42.13 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 59A 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
24277 Vault Link
http://plansrv1/bridgemaintvault/b24277 GIS FO/SD
Meets Standards H Inv. Method
29.7 Latitude DD
34.88359444 Longitude DD
-96.92836944 ODOT County Number
62 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
24583 x
-10790016.7294831 y
4148073.32387118 |
|||||||||||||||||||||||||||||||||||||
| 24276 | 6222 0003 X | 24276 | Pontotoc | S.H. 59A | BIG CREEK O'FLOW | 6222 0003 X | 3-10ft.X5ft.X113ft. 3ft. CUR | 1996 | 34.883489 | -96.930131 | 34.121 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 98.7 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
24582 BRKEY
24276 NBI No.
24276 On Under
1 Structure No.
6222 0003 X Control No.
022 Lane Ind.
Milepoint
00030 Facility Carried
S.H. 59A Feature Intersected
BIG CREEK O'FLOW Division
03 County
123 Location
0.1 MI E MCCLAIN C/L Sufficiency
98.7 Kind Hwy
3 Level Service
1 Route No.
0059A Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1996 ADT Total
1100 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
10 Appr. Roadway Width
32.001 Span Type Main
M Material
1 - Concrete Design
19 Length
34.121 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
8 Structure Rating
8 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1760 Future ADT Year
2042 Bypass Detour
16.155651 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
24276 ODOT County
62 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.X5ft.X113ft. 3ft. CUR Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6222 0003 X H Index
99.3294 Latitude
34:53:00.56 Longitude
-96:55:48.47 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 59A Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
24276 Vault Link
http://plansrv1/bridgemaintvault/b24276 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
34.883489 Longitude DD
-96.930131 ODOT County Number
62 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
24582 x
-10790212.8254453 y
4148059.0153311 |
|||||||||||||||||||||||||||||||||||||
| 24274 | 6220 0031 X | 24274 | Pontotoc | S.H. 48 | LEADER CREEK | 6220 0031 X | 50ft.-70ft.-50ft. PC BEAM SPANS | 1996 | 34.68466944 | -96.42684167 | 171.916 | 34.121 | — | 3 | 0 | 2 | 32.152 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99.1 | 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 | 07 - Major Collector (Rural) | B | 400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
24580 BRKEY
24274 NBI No.
24274 On Under
1 Structure No.
6220 0031 X Control No.
020 Lane Ind.
Milepoint
00310 Facility Carried
S.H. 48 Feature Intersected
LEADER CREEK Division
03 County
123 Location
0.4 MI N C/L Sufficiency
99.1 Kind Hwy
3 Level Service
1 Route No.
00048 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
22.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1996 ADT Total
400 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
32.152 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
32.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
171.916 Deck Width
34.121 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
8 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
63.9 HS Inv. Rating Method
1 HS Inv. Method
38.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
640 Future ADT Year
2042 Bypass Detour
29.825817 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
24274 ODOT County
62 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
50ft.-70ft.-50ft. PC BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6220 0031 X H Index
90.2116 Latitude
34:41:04.81 Longitude
-96:25:36.63 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 48 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
24274 Vault Link
http://plansrv1/bridgemaintvault/b24274 GIS FO/SD
Meets Standards H Inv. Method
29.1 Latitude DD
34.68466944 Longitude DD
-96.42684167 ODOT County Number
62 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
24580 x
-10734186.913508 y
4121111.12194381 |
|||||||||||||||||||||||||||||||||||||
| 24273 | 5509 1013 X | 24273 | Oklahoma | COVELL RD. | I-35 UNDER | 5509 1037 X | 2-100ft. PC BEAM SPANS W/ 62ft. RDWY AND 2-6ft. SIDEWALKS | 1996 | 35.681678 | -97.416958 | 201.001 | 76.001 | — | 2 | 0 | 4 | 62.001 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 100 | Satisfactory (6) | Good (7) | Very good (8) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 16 - Minor Arterial (Urban) | A | 100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
24579 BRKEY
24273 NBI No.
24273 On Under
1 Structure No.
5509 1013 X Control No.
Lane Ind.
Milepoint
Facility Carried
COVELL RD. Feature Intersected
I-35 UNDER Division
04 County
109 Location
1.9 MI N JCT SH 66 Sufficiency
100 Kind Hwy
5 Level Service
1 Route No.
00000 Service Type On
5 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
61.998 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
1996 ADT Total
100 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
62.001 Ref. Underclearance Rt.
H Underclearance Right
23.599 Underclearance Left
17.5 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
61.998 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
201.001 Deck Width
76.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
6 Chan. Rating
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
92 HS Inv. Rating Method
1 HS Inv. Method
41 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
160 Future ADT Year
2042 Bypass Detour
3 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1702 Max Measured Clearance
1709 Min Measured Clearance
1701 NBI Rating
24273 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
5.948 Rt. Curb SW
5.948 Description
2-100ft. PC BEAM SPANS W/ 62ft. RDWY AND 2-6ft. SIDEWALKS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5509 1037 X H Index
94.8515 Latitude
35:40:54.04 Longitude
-97:25:01.05 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
COVELL ROAD (N.E. 206TH ) 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
24273 Vault Link
http://plansrv1/bridgemaintvault/b24273 GIS FO/SD
Meets Standards H Inv. Method
28 Latitude DD
35.681678 Longitude DD
-97.416958 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
24579 x
-10844406.1591897 y
4256908.6949957 |
|||||||||||||||||||||||||||||||||||||
| 24175 | 4455 0580 X | 24175 | McClain | S.H. 24 | CREEK | 4455 0580 X | 2-10ft.X 6ft.X 60ft. RDY R | 1996 | 34.97147222 | -97.49173611 | 24.934 | 23.999 | — | 2 | 30 | 2 | 23.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 89.9 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 290 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
24576 BRKEY
24175 NBI No.
24175 On Under
1 Structure No.
4455 0580 X Control No.
055 Lane Ind.
Milepoint
05800 Facility Carried
S.H. 24 Feature Intersected
CREEK Division
03 County
087 Location
3.0 MI S OF JCT SH 39 Sufficiency
89.9 Kind Hwy
3 Level Service
1 Route No.
00024 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
1996 ADT Total
290 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
2 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
AG Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
24.934 Deck Width
23.999 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
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
464 Future ADT Year
2042 Bypass Detour
4.97097 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
24175 ODOT County
44 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 6ft.X 60ft. RDY R Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4455 0580 X H Index
92.74 Latitude
34:58:17.3 Longitude
-97:29:30.25 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 24 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
24175 Vault Link
http://plansrv1/bridgemaintvault/b24175 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
34.97147222 Longitude DD
-97.49173611 ODOT County Number
44 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
24576 x
-10852730.4203174 y
4160005.00819452 |
|||||||||||||||||||||||||||||||||||||
| 24079 | 4420 1600 X | 24079 | McClain | S.H. 59 | TURKEY CREEK | 4420 1600 X | 95ft. PC BEAM SPAN | 1995 | 34.91347222 | -97.44690833 | 96.129 | 34.121 | — | 1 | 0 | 2 | 32.152 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.6 | Good (7) | Satisfactory (6) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 450 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
24570 BRKEY
24079 NBI No.
24079 On Under
1 Structure No.
4420 1600 X Control No.
020 Lane Ind.
Milepoint
16000 Facility Carried
S.H. 59 Feature Intersected
TURKEY CREEK Division
03 County
087 Location
2.2 MI. W. JCT. SH74 Sufficiency
97.6 Kind Hwy
3 Level Service
1 Route No.
00059 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1995 ADT Total
450 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
1 Road Width
32.152 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
32.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
96.129 Deck Width
34.121 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
8 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
92 HS Inv. Rating Method
1 HS Inv. Method
32 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
720 Future ADT Year
2042 Bypass Detour
11.806053 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
24079 ODOT County
44 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
95ft. PC BEAM SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4420 1600 X H Index
97.4103 Latitude
34:54:48.5 Longitude
-97:26:48.87 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 59 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
24079 Vault Link
http://plansrv1/bridgemaintvault/b24079 GIS FO/SD
Meets Standards H Inv. Method
22 Latitude DD
34.91347222 Longitude DD
-97.44690833 ODOT County Number
44 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
24570 x
-10847740.2146744 y
4152128.57270507 |
|||||||||||||||||||||||||||||||||||||
| 24078 | 4420 1581 X | 24078 | McClain | S.H. 59 | SECOND CREEK | 4420 1581 X | 3-10ft.X11ft. X 53.5ft. RD | 1995 | 34.91348056 | -97.45053333 | 34.121 | 23.999 | — | 3 | 0 | 2 | 23.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 88.5 | 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 | 07 - Major Collector (Rural) | B | 450 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
24569 BRKEY
24078 NBI No.
24078 On Under
1 Structure No.
4420 1581 X Control No.
020 Lane Ind.
Milepoint
15810 Facility Carried
S.H. 59 Feature Intersected
SECOND CREEK Division
03 County
087 Location
2.5 MI. W. JCT. SH74 Sufficiency
88.5 Kind Hwy
3 Level Service
1 Route No.
00059 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1995 ADT Total
450 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
34.121 Deck Width
23.999 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
8 Structure Rating
8 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
720 Future ADT Year
2042 Bypass Detour
11.806053 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
24078 ODOT County
44 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X11ft. X 53.5ft. RD Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4420 1581 X H Index
100 Latitude
34:54:48.53 Longitude
-97:27:01.92 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 59 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
24078 Vault Link
http://plansrv1/bridgemaintvault/b24078 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
34.91348056 Longitude DD
-97.45053333 ODOT County Number
44 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
24569 x
-10848143.7478285 y
4152129.70488188 |
|||||||||||||||||||||||||||||||||||||
| 24271 | 5568 0030SX | 24271 | Oklahoma | I-40 EB AND RAMP | RENO ST-R.R.-RIVER UNDER | 5568 0030SX | 16 SIMPLE & CONT. I-BM. SPANS WITH 2-18ft. SAFETY CURBS | 1995 | 35.465544 | -97.467675 | 910 | 71 | — | 13 | 45 | 3 | 56 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 81.5 | Fair (5) | Fair (5) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 43650 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
24559 BRKEY
24271 NBI No.
24271 On Under
1 Structure No.
5568 0030SX Control No.
068 Lane Ind.
S Milepoint
00300 Facility Carried
I-40 EB AND RAMP Feature Intersected
RENO ST-R.R.-RIVER UNDER Division
04 County
109 Location
E. EDGE FT. SMITH JCT Sufficiency
81.5 Kind Hwy
1 Level Service
7 Route No.
00040 Service Type On
1 Service Type Off
8 Vertical Clearance
Y Horizontal Clearance
56 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1995 ADT Total
43650 ADT Year
2022 Design Load
HS 20 Skew
45 No. Main Spans
13 Road Width
56 Ref. Underclearance Rt.
H Underclearance Right
5 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
56 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
910 Deck Width
71 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
6 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
9 Underclearance
2 Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.1 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
69840 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
60 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1509 Max Measured Clearance
1605 Min Measured Clearance
1601 NBI Rating
24271 ODOT County
55 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
16 SIMPLE & CONT. I-BM. SPANS WITH 2-18ft. SAFETY CURBS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5568 0030SX H Index
96.0161 Latitude
35:27:55.96 Longitude
-97:28:03.63 I257A
1 I257B
1 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
I-40 EB AND RAMP Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
7 - Ramp, Wye, Connector, etc. Historical Significance
5 Local Bridge ID
BR. O-P-Q NBI Text
24271 Vault Link
http://plansrv1/bridgemaintvault/b24271 GIS FO/SD
FO H Inv. Method
35.7 Latitude DD
35.465544 Longitude DD
-97.467675 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
24559 x
-10850051.9498043 y
4227328.07167143 |
|||||||||||||||||||||||||||||||||||||
| 24169 | 5515 0431 X | 24169 | Oklahoma | SE 25TH ST. | I-35 UNDER | 5515 0431 X | 79ft.-91ft. CONT. PLATE GIRDER SPANS W/ 2-10.0ft. SIDEWALKS & RETAINING WALL. | 1996 | 35.43918333 | -97.48630833 | 180 | 86.201 | — | 2 | 0 | 5 | 64.747 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94.1 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 16 - Minor Arterial (Urban) | A | 4000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
24553 BRKEY
24169 NBI No.
24169 On Under
1 Structure No.
5515 0431 X Control No.
Lane Ind.
Milepoint
Facility Carried
SE 25TH ST. Feature Intersected
I-35 UNDER Division
04 County
109 Location
4.3N CLEVELAND CO. Sufficiency
94.1 Kind Hwy
5 Level Service
1 Route No.
00000 Service Type On
5 Service Type Off
1 Vertical Clearance
N Horizontal Clearance
64.747 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
1996 ADT Total
4000 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
64.747 Ref. Underclearance Rt.
H Underclearance Right
13.698 Underclearance Left
9.199 Deck Structure Type
1 No. Lanes
5 Fill RCB
Appr. Roadway Width
63.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
180 Deck Width
86.201 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
4 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
71.65 HS Inv. Rating Method
1 HS Inv. Method
42.99 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6400 Future ADT Year
2042 Bypass Detour
3 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
30 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1602 Max Measured Clearance
1709 Min Measured Clearance
1605 NBI Rating
24169 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
79ft.-91ft. CONT. PLATE GIRDER SPANS W/ 2-10.0ft. SIDEWALKS & RETAINING WALL. Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5515 0431 X H Index
88.7541 Latitude
35:26:21.06 Longitude
-97:29:10.71 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
S.E. 25TH 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
24169 Vault Link
http://plansrv1/bridgemaintvault/b24169 GIS FO/SD
Meets Standards H Inv. Method
23.92 Latitude DD
35.43918333 Longitude DD
-97.48630833 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
24553 x
-10852126.2026117 y
4223725.73497218 |
|||||||||||||||||||||||||||||||||||||
| 24168 | 5515 0405 X | 24168 | Oklahoma | FAU 9240 (SE 29TH) | I-35 UNDER | 5515 0405 X | 2-79ft. CONT. PLATE GIRDER SPANS W/ 2-10ft. SIDEWALKS & RETAINING WALLS. | 1996 | 35.43527778 | -97.48583333 | 157.999 | 96.201 | — | 2 | 0 | 6 | 76.001 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 92.7 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 17 - Collector (Urban) | A | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
24552 BRKEY
24168 NBI No.
24168 On Under
1 Structure No.
5515 0405 X Control No.
Lane Ind.
Milepoint
Facility Carried
FAU 9240 (SE 29TH) Feature Intersected
I-35 UNDER Division
04 County
109 Location
4.1N CLEVELAND CO. Sufficiency
92.7 Kind Hwy
5 Level Service
1 Route No.
09420 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
76.001 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
17 - Collector (Urban) Year Built
1996 ADT Total
5000 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
76.001 Ref. Underclearance Rt.
H Underclearance Right
10.6 Underclearance Left
10 Deck Structure Type
1 No. Lanes
6 Fill RCB
Appr. Roadway Width
76.001 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
157.999 Deck Width
96.201 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
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
58.533 HS Inv. Rating Method
1 HS Inv. Method
35.054 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2042 Bypass Detour
3 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
35 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1602 Max Measured Clearance
1708 Min Measured Clearance
1605 NBI Rating
24168 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
2-79ft. CONT. PLATE GIRDER SPANS W/ 2-10ft. SIDEWALKS & RETAINING WALLS. Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5515 0405 X H Index
93.195 Latitude
35:26:07 Longitude
-97:29:09 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
1 Roadway Name
S.E. 29TH 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
24168 Vault Link
http://plansrv1/bridgemaintvault/b24168 GIS FO/SD
Meets Standards H Inv. Method
19.511 Latitude DD
35.43527778 Longitude DD
-97.48583333 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
6 Rural/Urban
Urban ARC_ID_NUM
24552 x
-10852073.3258535 y
4223192.1195169 |
|||||||||||||||||||||||||||||||||||||
| 23977 | 2614 0761 X | 23977 | Grady | U.S. 277 | HOG CREEK | 2614 0761 X | 100ft. P.C.B. SPAN | 1994 | 34.95676667 | -97.96946667 | 100.098 | 42.201 | — | 1 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 91.7 | Good (7) | Good (7) | 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 | 2000 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
24541 BRKEY
23977 NBI No.
23977 On Under
1 Structure No.
2614 0761 X Control No.
014 Lane Ind.
Milepoint
07610 Facility Carried
U.S. 277 Feature Intersected
HOG CREEK Division
07 County
051 Location
1.0 MI W US81 Sufficiency
91.7 Kind Hwy
2 Level Service
1 Route No.
00277 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1994 ADT Total
2000 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
1 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
30 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
100.098 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
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
76 HS Inv. Rating Method
1 HS Inv. Method
33 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3200 Future ADT Year
2042 Bypass Detour
44.699999 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
0000 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
23977 ODOT County
26 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
100ft. P.C.B. SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2614 0761 X H Index
100 Latitude
34:57:24.36 Longitude
-97:58:10.08 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 277 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
49-26 NBI Text
23977 Vault Link
http://plansrv1/bridgemaintvault/b23977 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
34.95676667 Longitude DD
-97.96946667 ODOT County Number
26 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
24541 x
-10905911.142993 y
4158007.45819983 |
|||||||||||||||||||||||||||||||||||||
| 23976 | 2614 0146 X | 23976 | Grady | U.S. 277 | MIDDLE BILL CREEK | 2614 0146 X | 100ft. P.C.B. SPAN | 1994 | 34.93449444 | -98.06997222 | 100.098 | 42.201 | — | 1 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 92.7 | Good (7) | Satisfactory (6) | Good (7) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 1700 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
24540 BRKEY
23976 NBI No.
23976 On Under
1 Structure No.
2614 0146 X Control No.
014 Lane Ind.
Milepoint
01460 Facility Carried
U.S. 277 Feature Intersected
MIDDLE BILL CREEK Division
07 County
051 Location
1.4 MI E CADDO CO Sufficiency
92.7 Kind Hwy
2 Level Service
1 Route No.
00277 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1994 ADT Total
1700 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
1 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
30 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
100.098 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
6 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
76 HS Inv. Rating Method
1 HS Inv. Method
33 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2720 Future ADT Year
2042 Bypass Detour
44.699999 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
0000 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
23976 ODOT County
26 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
100ft. P.C.B. SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2614 0146 X H Index
97.5565 Latitude
34:56:04.18 Longitude
-98:04:11.9 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 277 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
45-26 NBI Text
23976 Vault Link
http://plansrv1/bridgemaintvault/b23976 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
34.93449444 Longitude DD
-98.06997222 ODOT County Number
26 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
24540 x
-10917099.3696409 y
4154982.75945339 |
|||||||||||||||||||||||||||||||||||||
| 24162 | 0230 0885 X | 24162 | Alfalfa | S.H. 58 | SALTY CREEK | 0230 0885 X | 4-50ft. PC BEAM SPANS SK 45 LF | 1996 | 36.97039444 | -98.29187778 | 200.131 | 34.301 | — | 4 | 45 | 2 | 32.001 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 89.9 | Good (7) | Very good (8) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
24528 BRKEY
24162 NBI No.
24162 On Under
1 Structure No.
0230 0885 X Control No.
030 Lane Ind.
Milepoint
08850 Facility Carried
S.H. 58 Feature Intersected
SALTY CREEK Division
06 County
003 Location
1.9 MI.S.OF KANSAS SL Sufficiency
89.9 Kind Hwy
3 Level Service
1 Route No.
00058 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
32.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1996 ADT Total
200 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
45 No. Main Spans
4 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
40.01 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
200.131 Deck Width
34.301 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
8 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
52.3 HS Inv. Rating Method
1 HS Inv. Method
31.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
320 Future ADT Year
2042 Bypass Detour
26.09759 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
24162 ODOT County
02 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
4-50ft. PC BEAM SPANS SK 45 LF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0230 0885 X H Index
99.1071 Latitude
36:58:13.42 Longitude
-98:17:30.76 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 58 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
24162 Vault Link
http://plansrv1/bridgemaintvault/b24162 GIS FO/SD
Meets Standards H Inv. Method
24.5 Latitude DD
36.97039444 Longitude DD
-98.29187778 ODOT County Number
2 Maint. Dist.
6 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
24528 x
-10941801.7835843 y
4434980.95699007 |
|||||||||||||||||||||||||||||||||||||
| 24068 | 3206 0631 X | 24068 | Hughes | U.S. 270 | GRIEF CREEK | 3206 0631 X | 70ft. PC BEAM SPAN. | 1995 | 35.0868 | -96.25514444 | 71.85 | 42.323 | — | 1 | 0 | 2 | 40.026 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95.5 | 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 | 2600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
24524 BRKEY
24068 NBI No.
24068 On Under
1 Structure No.
3206 0631 X Control No.
006 Lane Ind.
Milepoint
06310 Facility Carried
U.S. 270 Feature Intersected
GRIEF CREEK Division
03 County
063 Location
6.6 MI E JCT US 270B Sufficiency
95.5 Kind Hwy
2 Level Service
1 Route No.
00270 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.73 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
2600 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
1 Road Width
40.026 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
71.85 Deck Width
42.323 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
83 HS Inv. Rating Method
1 HS Inv. Method
48 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4160 Future ADT Year
2042 Bypass Detour
22.990734 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
24068 ODOT County
32 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
70ft. PC BEAM SPAN. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3206 0631 X H Index
96.3819 Latitude
35:05:12.48 Longitude
-96:15:18.52 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 270 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
24068 Vault Link
http://plansrv1/bridgemaintvault/b24068 GIS FO/SD
Meets Standards H Inv. Method
37 Latitude DD
35.0868 Longitude DD
-96.25514444 ODOT County Number
32 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
24524 x
-10715073.6652938 y
4175683.18263512 |
|||||||||||||||||||||||||||||||||||||
| 24067 | 3206 0565 X | 24067 | Hughes | U.S. 270 | CREEK | 3206 0565 X | 12ft.-14ft.-12ft.X11ft.X81ft. | 1995 | 35.08664444 | -96.26669722 | 48.885 | 0 | — | 3 | 30 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 95.1 | 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 | 2800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
24523 BRKEY
24067 NBI No.
24067 On Under
1 Structure No.
3206 0565 X Control No.
006 Lane Ind.
Milepoint
05650 Facility Carried
U.S. 270 Feature Intersected
CREEK Division
03 County
063 Location
5.9 MI E JCT US 270B Sufficiency
95.1 Kind Hwy
2 Level Service
1 Route No.
00270 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.73 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
2800 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
4 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
48.885 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
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
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
4480 Future ADT Year
2042 Bypass Detour
22.990734 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
24067 ODOT County
32 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
12ft.-14ft.-12ft.X11ft.X81ft. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3206 0565 X H Index
98.35 Latitude
35:05:11.92 Longitude
-96:16:00.11 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 270 Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
24067 Vault Link
http://plansrv1/bridgemaintvault/b24067 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
35.08664444 Longitude DD
-96.26669722 ODOT County Number
32 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
24523 x
-10716359.7148806 y
4175662.02019976 |
|||||||||||||||||||||||||||||||||||||
| 24066 | 4440 0521 X | 24066 | McClain | S.H. 74B | N. FORK WALNUT CREEK | 4440 0521 X | 111.82ft.-110ft.-111.82ft. | 1995 | 35.102372 | -97.560956 | 333.99 | 42.323 | — | 3 | 30 | 2 | 40.026 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98.4 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
24522 BRKEY
24066 NBI No.
24066 On Under
1 Structure No.
4440 0521 X Control No.
040 Lane Ind.
Milepoint
05210 Facility Carried
S.H. 74B Feature Intersected
N. FORK WALNUT CREEK Division
03 County
087 Location
5.2 MI. E. JCT. SH76 Sufficiency
98.4 Kind Hwy
3 Level Service
6 Route No.
0074B Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
27.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1995 ADT Total
1100 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
40.026 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
333.99 Deck Width
42.323 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
6 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
114 HS Inv. Rating Method
1 HS Inv. Method
45 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1760 Future ADT Year
2042 Bypass Detour
19.262507 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
24066 ODOT County
44 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
111.82ft.-110ft.-111.82ft. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4440 0521 X H Index
98.7702 Latitude
35:06:08.54 Longitude
-97:33:39.44 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 74B Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
6 - Business Historical Significance
5 Local Bridge ID
-1 NBI Text
24066 Vault Link
http://plansrv1/bridgemaintvault/b24066 GIS FO/SD
Meets Standards H Inv. Method
29 Latitude DD
35.102372 Longitude DD
-97.560956 ODOT County Number
44 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
24522 x
-10860435.943225 y
4177801.80711159 |
|||||||||||||||||||||||||||||||||||||
| 24064 | 4440 0895 X | 24064 | McClain | S.H. 74B | CREEK | 4440 0895 X | 3-10ft.X10ft.X174.81ft. SK | 1995 | 35.10248611 | -97.49474167 | 47.9 | 0 | — | 3 | 45 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 97.8 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
24520 BRKEY
24064 NBI No.
24064 On Under
1 Structure No.
4440 0895 X Control No.
040 Lane Ind.
Milepoint
08950 Facility Carried
S.H. 74B Feature Intersected
CREEK Division
03 County
087 Location
1.0 MI. W. JCT. SH74 Sufficiency
97.8 Kind Hwy
3 Level Service
6 Route No.
0074B Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
21.982 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
1995 ADT Total
1500 ADT Year
2022 Design Load
HS 20 Skew
45 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
15 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
47.9 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2400 Future ADT Year
2042 Bypass Detour
19.262507 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
24064 ODOT County
44 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X10ft.X174.81ft. SK Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4440 0895 X H Index
99.01 Latitude
35:06:08.95 Longitude
-97:29:41.07 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 74B Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
6 - Business Historical Significance
5 Local Bridge ID
-1 NBI Text
24064 Vault Link
http://plansrv1/bridgemaintvault/b24064 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
35.10248611 Longitude DD
-97.49474167 ODOT County Number
44 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
24520 x
-10853064.9977261 y
4177817.33366539 |
|||||||||||||||||||||||||||||||||||||
| 23971 | 2047R0261SX | 23971 | Custer | I-40 BUS. | WASHITA RIVER | 2047R0261SX | 2(4-100ft. CONT.) I-BM. SPANS WITH 2-4ft. SIDEWALKS | 1953 | 35.515 | -98.955 | 801.837 | 62.001 | — | 8 | 0 | 4 | 60 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 87.3 | Satisfactory (6) | Fair (5) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | A | 8800 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
24517 BRKEY
23971 NBI No.
23971 On Under
1 Structure No.
2047R0261SX Control No.
047 Lane Ind.
S Milepoint
02610 Facility Carried
I-40 BUS. Feature Intersected
WASHITA RIVER Division
05 County
039 Location
.5 MI E JCT US183 Sufficiency
87.3 Kind Hwy
1 Level Service
6 Route No.
0040B Service Type On
5 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
60 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1953 ADT Total
8800 ADT Year
1999 Design Load
HS 20 Skew
0 No. Main Spans
8 Road Width
60 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
4 Fill RCB
-1 Appr. Roadway Width
76.001 Span Type Main
M Material
3 - Steel Design
02 Length
801.837 Deck Width
62.001 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
5 Super Rating
6 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
6 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
7 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
6300 Future ADT Year
2017 Bypass Detour
3.728227 School Bus Rte.
_ 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
23971 ODOT County
20 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
3.999 Rt. Curb SW
3.999 Description
2(4-100ft. CONT.) I-BM. SPANS WITH 2-4ft. SIDEWALKS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
2047R0261SX H Index
100 Latitude
35:30:54 Longitude
-98:57:18 I257A
_ I257B
1 I257C
0 I257D
_ I257E
_ I263
_ Roadway Name
I-40 BUS. Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
6 - Business Historical Significance
5 Local Bridge ID
-1 NBI Text
23971 Vault Link
http://plansrv1/bridgemaintvault/b23971 GIS FO/SD
Meets Standards H Inv. Method
35.715 Latitude DD
35.515 Longitude DD
-98.955 ODOT County Number
20 Maint. Dist.
5 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
24517 x
-11015620.2114484 y
4234089.70484665 |
|||||||||||||||||||||||||||||||||||||
| 24062 | 4440 0701 X | 24062 | McClain | S.H. 74B | CREEK | 4440 0701 X | 2-10ft.X10ft.X75.5ft. (74ft. | 1995 | 35.10254444 | -97.52965278 | 22.966 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 97.8 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
24500 BRKEY
24062 NBI No.
24062 On Under
1 Structure No.
4440 0701 X Control No.
040 Lane Ind.
Milepoint
07010 Facility Carried
S.H. 74B Feature Intersected
CREEK Division
03 County
087 Location
7.0 MI. E. JCT. SH76 Sufficiency
97.8 Kind Hwy
3 Level Service
6 Route No.
0074B Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
21.982 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
1995 ADT Total
1500 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
6 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
8 Structure Rating
8 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2400 Future ADT Year
2042 Bypass Detour
19.262507 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
24062 ODOT County
44 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X10ft.X75.5ft. (74ft. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4440 0701 X H Index
98.68 Latitude
35:06:09.16 Longitude
-97:31:46.75 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 74B Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
6 - Business Historical Significance
5 Local Bridge ID
-1 NBI Text
24062 Vault Link
http://plansrv1/bridgemaintvault/b24062 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
35.10254444 Longitude DD
-97.52965278 ODOT County Number
44 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
24500 x
-10856951.2847144 y
4177825.27043553 |
|||||||||||||||||||||||||||||||||||||
| 24061 | 4440 0596 X | 24061 | McClain | S.H. 74B | NORTH FORK CREEK | 4440 0596 X | 50ft.4ft.-50-50ft.4ft. PC BE | 1995 | 35.102331 | -97.547789 | 150.919 | 42.323 | — | 3 | 0 | 2 | 40.026 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98.1 | 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 | 07 - Major Collector (Rural) | B | 1300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
24499 BRKEY
24061 NBI No.
24061 On Under
1 Structure No.
4440 0596 X Control No.
040 Lane Ind.
Milepoint
05960 Facility Carried
S.H. 74B Feature Intersected
NORTH FORK CREEK Division
03 County
087 Location
6.0 MI. E. JCT. SH76 Sufficiency
98.1 Kind Hwy
3 Level Service
6 Route No.
0074B Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
21.982 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
1995 ADT Total
1300 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
40.026 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
150.919 Deck Width
42.323 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
7 Culv. Rating
N Structure Rating
8 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
73 HS Inv. Rating Method
1 HS Inv. Method
44 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2080 Future ADT Year
2042 Bypass Detour
19.262507 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
24061 ODOT County
44 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
50ft.4ft.-50-50ft.4ft. PC BE Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4440 0596 X H Index
91.211 Latitude
35:06:08.39 Longitude
-97:32:52.04 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 74B Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
6 - Business Historical Significance
5 Local Bridge ID
-1 NBI Text
24061 Vault Link
http://plansrv1/bridgemaintvault/b24061 GIS FO/SD
Meets Standards H Inv. Method
34 Latitude DD
35.102331 Longitude DD
-97.547789 ODOT County Number
44 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
24499 x
-10858970.1994897 y
4177796.22838843 |
|||||||||||||||||||||||||||||||||||||
| 24060 | 4440 0496 X | 24060 | McClain | S.H. 74B | WALNUT CREEK O'FLOW | 4440 0496 X | 3-10ft.X10ft.X123ft.1&3/8ft. | 1995 | 35.10225278 | -97.56462778 | 41.995 | 25 | — | 3 | 35 | 2 | 25 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 82.3 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
24498 BRKEY
24060 NBI No.
24060 On Under
1 Structure No.
4440 0496 X Control No.
040 Lane Ind.
Milepoint
04960 Facility Carried
S.H. 74B Feature Intersected
WALNUT CREEK O'FLOW Division
03 County
087 Location
5.0 MI. E. JCT. SH76 Sufficiency
82.3 Kind Hwy
3 Level Service
6 Route No.
0074B Service Type On
1 Service Type Off
9 Vertical Clearance
N Horizontal Clearance
25 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
1995 ADT Total
1100 ADT Year
2022 Design Load
HS 20 Skew
35 No. Main Spans
3 Road Width
25 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
41.995 Deck Width
25 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
6 Structure Rating
6 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1760 Future ADT Year
2042 Bypass Detour
19.262507 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
24060 ODOT County
44 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X10ft.X123ft.1&3/8ft. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4440 0496 X H Index
99.01 Latitude
35:06:08.11 Longitude
-97:33:52.66 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 74B Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
6 - Business Historical Significance
5 Local Bridge ID
-1 NBI Text
24060 Vault Link
http://plansrv1/bridgemaintvault/b24060 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
35.10225278 Longitude DD
-97.56462778 ODOT County Number
44 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
24498 x
-10860844.6839049 y
4177785.58528095 |
|||||||||||||||||||||||||||||||||||||
| 24059 | 4402 0424EX | 24059 | McClain | U.S. 62 | NORTH FORK WALNUT CREEK | 4402 0424EX | 101ft.-100ft.-101ft.PC. BM | 1995 | 35.16388889 | -97.61416667 | 304.134 | 40.682 | — | 3 | 30 | 2 | 38.058 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 100 | 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 | 6000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
24497 BRKEY
24059 NBI No.
24059 On Under
1 Structure No.
4402 0424EX Control No.
002 Lane Ind.
E Milepoint
04240 Facility Carried
U.S. 62 Feature Intersected
NORTH FORK WALNUT CREEK Division
03 County
087 Location
4.2 MI.NE. GRADY CL Sufficiency
100 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.73 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
6000 ADT Year
2022 Design Load
HS 20 Skew
30 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
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
304.134 Deck Width
40.682 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
6 Culv. Rating
N Structure Rating
8 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
101 HS Inv. Rating Method
1 HS Inv. Method
48 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
9600 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
24059 ODOT County
44 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
101ft.-100ft.-101ft.PC. BM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4402 0424EX H Index
99.1939 Latitude
35:09:50 Longitude
-97:36:51 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 62 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
24059 Vault Link
http://plansrv1/bridgemaintvault/b24059 GIS FO/SD
Meets Standards H Inv. Method
33 Latitude DD
35.16388889 Longitude DD
-97.61416667 ODOT County Number
44 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
24497 x
-10866359.3279141 y
4186175.35370177 |
|||||||||||||||||||||||||||||||||||||
| 24058 | 4402 0424WX | 24058 | McClain | U.S. 62 | NORTH FORK WALNUT CREEK | 4402 0424WX | 101ft.-100ft.-101ft.PC. BM | 1995 | 35.16416667 | -97.61472222 | 304.134 | 40.682 | — | 3 | 30 | 2 | 38.058 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 100 | Very good (8) | Satisfactory (6) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 6100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
24496 BRKEY
24058 NBI No.
24058 On Under
1 Structure No.
4402 0424WX Control No.
002 Lane Ind.
W Milepoint
04240 Facility Carried
U.S. 62 Feature Intersected
NORTH FORK WALNUT CREEK Division
03 County
087 Location
4.2 MI.NE. GRADY CL Sufficiency
100 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.73 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
6100 ADT Year
2022 Design Load
HS 20 Skew
30 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
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
304.134 Deck Width
40.682 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
8 Sub Rating
8 Chan. Rating
6 Culv. Rating
N Structure Rating
8 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
101 HS Inv. Rating Method
1 HS Inv. Method
48 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
9760 Future ADT Year
2042 Bypass Detour
0.1 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
24058 ODOT County
44 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
101ft.-100ft.-101ft.PC. BM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4402 0424WX H Index
99.0633 Latitude
35:09:51 Longitude
-97:36:53 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 62 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
24058 Vault Link
http://plansrv1/bridgemaintvault/b24058 GIS FO/SD
Meets Standards H Inv. Method
33 Latitude DD
35.16416667 Longitude DD
-97.61472222 ODOT County Number
44 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
24496 x
-10866421.1714572 y
4186213.17887236 |
|||||||||||||||||||||||||||||||||||||
| 24344 | 7278 1366 X | 24344 | Tulsa | ADMIRAL PL. | I-44 UNDER | 7278 1366 X | 2-169ft. STL GRDR SPAN | 1992 | 36.16055556 | -95.82916667 | 343.999 | 62.008 | — | 2 | 62 | 4 | 49.869 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 78.6 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 16 - Minor Arterial (Urban) | A | 4600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
24495 BRKEY
24344 NBI No.
24344 On Under
1 Structure No.
7278 1366 X Control No.
Lane Ind.
Milepoint
Facility Carried
ADMIRAL PL. Feature Intersected
I-44 UNDER Division
08 County
143 Location
2.3 MI E JCT US 169 Sufficiency
78.6 Kind Hwy
5 Level Service
1 Route No.
00000 Service Type On
5 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
49.869 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
1992 ADT Total
4600 ADT Year
2022 Design Load
HS 20 Skew
62 No. Main Spans
2 Road Width
49.869 Ref. Underclearance Rt.
H Underclearance Right
12.139 Underclearance Left
3.999 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
49.869 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
343.999 Deck Width
62.008 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
3 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
81.2 HS Inv. Rating Method
1 HS Inv. Method
48.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
7360 Future ADT Year
2042 Bypass Detour
3.728227 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1602 Max Measured Clearance
1708 Min Measured Clearance
1604 NBI Rating
24344 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
5.906 Rt. Curb SW
5.906 Description
2-169ft. STL GRDR SPAN Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7278 1366 X H Index
94.1038 Latitude
36:09:38 Longitude
-95:49:45 I257A
0 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
ADMIRAL PL. 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
24344 Vault Link
http://plansrv1/bridgemaintvault/b24344 GIS FO/SD
FO H Inv. Method
27.1 Latitude DD
36.16055556 Longitude DD
-95.82916667 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
24495 x
-10667654.0368481 y
4322736.11818707 |
|||||||||||||||||||||||||||||||||||||
| 24153 | 3803 0030NX | 24153 | Kiowa | U.S. 62 | OTTER CREEK O'FLOW | 3803 0030NX | 3-60ft. P/S CONC. BEAM SPANS | 1994 | 34.63819167 | -98.99605 | 182.087 | 41.001 | — | 3 | 0 | 2 | 38.002 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 93 | Satisfactory (6) | Good (7) | Satisfactory (6) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 1950 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
24483 BRKEY
24153 NBI No.
24153 On Under
1 Structure No.
3803 0030NX Control No.
003 Lane Ind.
N Milepoint
00300 Facility Carried
U.S. 62 Feature Intersected
OTTER CREEK O'FLOW Division
05 County
075 Location
0.3 MI E TILLMAN C/L Sufficiency
93 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
9 Vertical Clearance
_ Horizontal Clearance
38.002 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
1994 ADT Total
1950 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
38.002 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
44.003 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
182.087 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
6 Sub Rating
7 Chan. Rating
N 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
65 HS Inv. Rating Method
1 HS Inv. Method
39 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3120 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
24153 ODOT County
38 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-60ft. P/S CONC. BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3803 0030NX H Index
90.0679 Latitude
34:38:17.49 Longitude
-98:59:45.78 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 62 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
24153 Vault Link
http://plansrv1/bridgemaintvault/b24153 GIS FO/SD
Meets Standards H Inv. Method
29 Latitude DD
34.63819167 Longitude DD
-98.99605 ODOT County Number
38 Maint. Dist.
5 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
24483 x
-11020189.8765454 y
4114820.89498795 |
|||||||||||||||||||||||||||||||||||||
| 24152 | 3803 0015NX | 24152 | Kiowa | U.S. 62 | OTTER CREEK | 3803 0015NX | 4-75ft. P/S CONC. BEAM SPANS | 1993 | 34.63819444 | -98.998575 | 302.165 | 41.001 | — | 4 | 0 | 2 | 38.002 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 93 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 1950 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
24482 BRKEY
24152 NBI No.
24152 On Under
1 Structure No.
3803 0015NX Control No.
003 Lane Ind.
N Milepoint
00150 Facility Carried
U.S. 62 Feature Intersected
OTTER CREEK Division
05 County
075 Location
0.2 MI E TILLMAN C/L Sufficiency
93 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
38.002 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
1993 ADT Total
1950 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
4 Road Width
38.002 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
50 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
302.165 Deck Width
41.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
6 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
69 HS Inv. Rating Method
1 HS Inv. Method
40 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3120 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
24152 ODOT County
38 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
4-75ft. P/S CONC. BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3803 0015NX H Index
97.8135 Latitude
34:38:17.5 Longitude
-98:59:54.87 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 62 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
24152 Vault Link
http://plansrv1/bridgemaintvault/b24152 GIS FO/SD
Meets Standards H Inv. Method
29 Latitude DD
34.63819444 Longitude DD
-98.998575 ODOT County Number
38 Maint. Dist.
5 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
24482 x
-11020470.9582597 y
4114821.26977023 |
|||||||||||||||||||||||||||||||||||||
| 24151 | 7102 0532NX | 24151 | Tillman | U.S. 62 | OTTER CREEK O'FLOW | 7102 0532NX | 8-25ft. CONC. SLAB SPANS | 1991 | 34.63820833 | -99.0066 | 200.131 | 41.001 | — | 8 | 0 | 2 | 38.002 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 96.7 | 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 | 2200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
24481 BRKEY
24151 NBI No.
24151 On Under
1 Structure No.
7102 0532NX Control No.
002 Lane Ind.
N Milepoint
05320 Facility Carried
U.S. 62 Feature Intersected
OTTER CREEK O'FLOW Division
05 County
141 Location
5.3 MI E JACKSON C/L Sufficiency
96.7 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
9 Vertical Clearance
_ Horizontal Clearance
38.002 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
1991 ADT Total
2200 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
8 Road Width
38.002 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38.002 Span Type Main
M Material
1 - Concrete Design
01 Length
200.131 Deck Width
41.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
54.1 HS Inv. Rating Method
1 HS Inv. Method
32.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3520 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
24151 ODOT County
71 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
2 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
8-25ft. CONC. SLAB SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7102 0532NX H Index
76.3055 Latitude
34:38:17.55 Longitude
-99:00:23.76 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 62 Scour
8 Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
24151 Vault Link
http://plansrv1/bridgemaintvault/b24151 GIS FO/SD
Meets Standards H Inv. Method
25 Latitude DD
34.63820833 Longitude DD
-99.0066 ODOT County Number
71 Maint. Dist.
5 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
24481 x
-11021364.2971733 y
4114823.14909381 |
|||||||||||||||||||||||||||||||||||||
| 24150 | 7102 0522NX | 24150 | Tillman | U.S. 62 | OTTER CREEK O'FLOW | 7102 0522NX | 6-25ft. CONC. SLAB SPANS | 1991 | 34.63820278 | -99.00834444 | 149.934 | 41.001 | — | 6 | 0 | 2 | 38.002 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 85.7 | Fair (5) | Good (7) | Good (7) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 2200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
24480 BRKEY
24150 NBI No.
24150 On Under
1 Structure No.
7102 0522NX Control No.
002 Lane Ind.
N Milepoint
05220 Facility Carried
U.S. 62 Feature Intersected
OTTER CREEK O'FLOW Division
05 County
141 Location
5.2 MI E JACKSON C/L Sufficiency
85.7 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
9 Vertical Clearance
_ Horizontal Clearance
28.002 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
1991 ADT Total
2200 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
6 Road Width
38.002 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38.002 Span Type Main
M Material
1 - Concrete Design
01 Length
149.934 Deck Width
41.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
54.1 HS Inv. Rating Method
1 HS Inv. Method
32.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3520 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
24150 ODOT County
71 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
2 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
6-25ft. CONC. SLAB SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7102 0522NX H Index
66.8684 Latitude
34:38:17.53 Longitude
-99:00:30.04 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 62 Scour
8 Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
24150 Vault Link
http://plansrv1/bridgemaintvault/b24150 GIS FO/SD
Meets Standards H Inv. Method
25 Latitude DD
34.63820278 Longitude DD
-99.00834444 ODOT County Number
71 Maint. Dist.
5 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
24480 x
-11021558.4873458 y
4114822.39817614 |
|||||||||||||||||||||||||||||||||||||
| 24149 | 7102 0066SX | 24149 | Tillman | U.S. 62 | BNSF R.R. & CO. RD. UND | 7102 0066SX | 4-50ft. P/S CONC. BEAM SPANS, SK. 30 DEG. L.F. | 1990 | 34.63795556 | -99.08858056 | 200.131 | 41.499 | — | 4 | 30 | 2 | 38.199 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 2250 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
24479 BRKEY
24149 NBI No.
24149 On Under
1 Structure No.
7102 0066SX Control No.
002 Lane Ind.
S Milepoint
00660 Facility Carried
U.S. 62 Feature Intersected
BNSF R.R. & CO. RD. UND Division
05 County
141 Location
0.7 MI E JACKSON C/L Sufficiency
97 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
4 Vertical Clearance
N Horizontal Clearance
28.002 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
1990 ADT Total
2250 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
4 Road Width
38.199 Ref. Underclearance Rt.
R Underclearance Right
18.83 Underclearance Left
6 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38.002 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
200.131 Deck Width
41.499 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
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
68.6 HS Inv. Rating Method
1 HS Inv. Method
41.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3600 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
2300 Min Measured Clearance
2300 NBI Rating
24149 ODOT County
71 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
4-50ft. P/S CONC. BEAM SPANS, SK. 30 DEG. L.F. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7102 0066SX H Index
97.9882 Latitude
34:38:16.64 Longitude
-99:05:18.89 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 62 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
24149 Vault Link
http://plansrv1/bridgemaintvault/b24149 GIS FO/SD
Meets Standards H Inv. Method
32.1 Latitude DD
34.63795556 Longitude DD
-99.08858056 ODOT County Number
71 Maint. Dist.
5 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
24479 x
-11030490.3313675 y
4114788.94924225 |
|||||||||||||||||||||||||||||||||||||
| 24148 | 3803 0644NX | 24148 | Kiowa | U.S. 62 | DEEP RED CREEK | 3803 0644NX | 50ft.-60ft.-50ft. P/S CONC. BEAM SPANS | 1994 | 34.63789722 | -98.88841111 | 162.073 | 41.001 | — | 3 | 0 | 2 | 38.002 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 2400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
24478 BRKEY
24148 NBI No.
24148 On Under
1 Structure No.
3803 0644NX Control No.
003 Lane Ind.
N Milepoint
06440 Facility Carried
U.S. 62 Feature Intersected
DEEP RED CREEK Division
05 County
075 Location
6.5 MI E TILLMAN C/L Sufficiency
98 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
38.002 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
1994 ADT Total
2400 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
38.002 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38.002 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
162.073 Deck Width
41.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
69 HS Inv. Rating Method
1 HS Inv. Method
41 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3840 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
24148 ODOT County
38 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
50ft.-60ft.-50ft. P/S CONC. BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3803 0644NX H Index
99.5024 Latitude
34:38:16.43 Longitude
-98:53:18.28 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 62 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
24148 Vault Link
http://plansrv1/bridgemaintvault/b24148 GIS FO/SD
Meets Standards H Inv. Method
31 Latitude DD
34.63789722 Longitude DD
-98.88841111 ODOT County Number
38 Maint. Dist.
5 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
24478 x
-11008207.5701211 y
4114781.05583876 |
|||||||||||||||||||||||||||||||||||||
| 24057 | 4402 0441WX | 24057 | McClain | U.S. 62 | N. FORK WALNUT CR. O'FLO | 4402 0441WX | 50ft.-70ft.-50ft. PC SPANS | 1995 | 35.165925 | -97.61225 | 171.916 | 40.682 | — | 3 | 0 | 2 | 38.058 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 100 | Satisfactory (6) | Good (7) | Very good (8) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 6100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
24477 BRKEY
24057 NBI No.
24057 On Under
1 Structure No.
4402 0441WX Control No.
002 Lane Ind.
W Milepoint
04410 Facility Carried
U.S. 62 Feature Intersected
N. FORK WALNUT CR. O'FLO Division
03 County
087 Location
4.3 MI.NE. GRADY CL Sufficiency
100 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
9 Vertical Clearance
N Horizontal Clearance
37.73 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
6100 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
37.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
171.916 Deck Width
40.682 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
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
67 HS Inv. Rating Method
1 HS Inv. Method
40 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
9760 Future ADT Year
2042 Bypass Detour
0.1 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
24057 ODOT County
44 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
50ft.-70ft.-50ft. PC SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4402 0441WX H Index
98.8451 Latitude
35:09:57.33 Longitude
-97:36:44.1 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 62 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
24057 Vault Link
http://plansrv1/bridgemaintvault/b24057 GIS FO/SD
Meets Standards H Inv. Method
29 Latitude DD
35.165925 Longitude DD
-97.61225 ODOT County Number
44 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
24477 x
-10866145.9651857 y
4186452.61283005 |