ODOT On System Bridges NBI
Oklahoma Department of Transportation (ArcGIS / NBI)
National Bridge Inventory data published by the Oklahoma Department of Transportation, exported from their public ArcGIS service. Cross-referenced against existing bridges by structure number / NBI number.
| Match | |||||||||||||||||||||||||||||||||||||
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| 03751 | 4606R0467 X | 3751 | — | U.S. 266 | PUTTY CREEK | 4606 0467 X | (3) 34ft. I-BEAM | 1932 | 35.50733333 | -95.73951667 | 103.999 | 22.999 | — | 3 | 0 | 2 | 20 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Closed (K) | 31.3 | Poor (4) | Poor (4) | Poor (4) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 1100 | 2012 | 4 | Unmatched |
|
Raw data
OBJECTID
4351 BRKEY
3751 NBI No.
3751 On Under
1 Structure No.
4606R0467 X Control No.
006 Lane Ind.
Milepoint
04670 Facility Carried
U.S. 266 Feature Intersected
PUTTY CREEK Division
01 County
091 Location
4.7 E OKMULGEE C/L Sufficiency
31.3 Kind Hwy
2 Level Service
1 Route No.
00266 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
20 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
1932 ADT Total
1100 ADT Year
2012 Design Load
H 15 Skew
0 No. Main Spans
3 Road Width
20 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
33.999 Span Type Main
M Material
3 - Steel Design
02 Length
103.999 Deck Width
22.999 Bridge Open Closed
K TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
4 Super Rating
4 Sub Rating
6 Chan. Rating
5 Culv. Rating
N Structure Rating
4 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
39.353 HS Inv. Rating Method
1 HS Inv. Method
23.589 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1760 Future ADT Year
2032 Bypass Detour
26.718961 School Bus Rte.
3 Posted Weight
CLOSED Posted Speed Limit
NR Narrow or 1 Lane
M Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
03751 ODOT County
46 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
(3) 34ft. I-BEAM Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4606 0467 X H Index
0 Latitude
35:30:26.4 Longitude
-95:44:22.26 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 266 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
06-0467 NBI Text
03751 Vault Link
http://plansrv1/bridgemaintvault/b03751 GIS FO/SD
SD H Inv. Method
15.432 Latitude DD
35.50733333 Longitude DD
-95.73951667 ODOT County Number
46 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
4351 x
-10657674.2444985 y
4233041.24371366 |
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| 04042 | 3532R0901 X | 4042 | — | S.H. 99 | LITTLE BLUE CREEK | 3532 0901 X | 36ft.-60ft.-36ft. I-BEAM S | 1933 | 34.48720833 | -96.626775 | 132.874 | 25 | — | 3 | 0 | 2 | 22.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 37 | Poor (4) | Poor (4) | Poor (4) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1100 | 2009 | 4 | Unmatched |
|
Raw data
OBJECTID
4348 BRKEY
4042 NBI No.
4042 On Under
1 Structure No.
3532R0901 X Control No.
032 Lane Ind.
Milepoint
09010 Facility Carried
S.H. 99 Feature Intersected
LITTLE BLUE CREEK Division
03 County
069 Location
1.3 MI S PONTOTOC CO Sufficiency
37 Kind Hwy
3 Level Service
1 Route No.
00099 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
06 - Minor Arterial (Rural) Year Built
1933 ADT Total
1100 ADT Year
2009 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
22.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
22.001 Span Type Main
M Material
3 - Steel Design
02 Length
132.874 Deck Width
25 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
6 Deck Rating
4 Super Rating
4 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
4 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.714 HS Inv. Rating Method
1 HS Inv. Method
29.762 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1760 Future ADT Year
2029 Bypass Detour
44.738726 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
04042 ODOT County
35 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
36ft.-60ft.-36ft. I-BEAM S Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
3532 0901 X H Index
67.0451 Latitude
34:29:13.95 Longitude
-96:37:36.39 I257A
1 I257B
0 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
S.H. 99 Scour
5 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
04042 Vault Link
http://plansrv1/bridgemaintvault/b04042 GIS FO/SD
SD H Inv. Method
19.952 Latitude DD
34.48720833 Longitude DD
-96.626775 ODOT County Number
35 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4348 x
-10756443.3899962 y
4094411.32812965 |
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| 04041 | 2502R1693 X | 4041 | — | U.S. 77 | OWL CREEK | 2502 1693 X | 3-40ft. I-BM. SPANS WITH 2-18ft. SAFETY CURBS | 1933 | 34.81925278 | -97.25660833 | 124.016 | 30.84 | — | 3 | 0 | 2 | 27.887 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 58.6 | Fair (5) | Fair (5) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 1800 | 2014 | 4 | Unmatched |
|
Raw data
OBJECTID
4347 BRKEY
4041 NBI No.
4041 On Under
1 Structure No.
2502R1693 X Control No.
002 Lane Ind.
Milepoint
16930 Facility Carried
U.S. 77 Feature Intersected
OWL CREEK Division
03 County
049 Location
0.6 MI S PAOLI Sufficiency
58.6 Kind Hwy
2 Level Service
1 Route No.
00077 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
27.887 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1933 ADT Total
1800 ADT Year
2014 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
27.887 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
37.999 Span Type Main
M Material
3 - Steel Design
02 Length
124.016 Deck Width
30.84 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
5 Sub Rating
5 Chan. Rating
5 Culv. Rating
N Structure Rating
5 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
38.25 HS Inv. Rating Method
1 HS Inv. Method
23.038 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2880 Future ADT Year
2034 Bypass Detour
13.048795 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
M Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
04041 ODOT County
25 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.64 Rt. Curb SW
1.64 Description
3-40ft. I-BM. SPANS WITH 2-18ft. SAFETY CURBS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
2502 1693 X H Index
64.8662 Latitude
34:49:09.31 Longitude
-97:15:23.79 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 77 Scour
7 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
04041 Vault Link
http://plansrv1/bridgemaintvault/b04041 GIS FO/SD
Meets Standards H Inv. Method
17.637 Latitude DD
34.81925278 Longitude DD
-97.25660833 ODOT County Number
25 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
4347 x
-10826556.1155764 y
4139345.36672744 |
|||||||||||||||||||||||||||||||||||||
| 04040 | 5706R0912 X | 4040 | — | U.S. 60 | ROCK CREEK | 5706 0912 X | 36ft.-60ft.-30ft. I-BM. SPANS | 1933 | 36.75668889 | -96.23512778 | 126.969 | 27.001 | — | 3 | 0 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 12.2 | Serious (3) | Serious (3) | Serious (3) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 2300 | 2014 | 4 | Unmatched |
|
Raw data
OBJECTID
4346 BRKEY
4040 NBI No.
4040 On Under
1 Structure No.
5706R0912 X Control No.
006 Lane Ind.
Milepoint
09120 Facility Carried
U.S. 60 Feature Intersected
ROCK CREEK Division
08 County
113 Location
4.1 MI. E. JCT. SH99 Sufficiency
12.2 Kind Hwy
2 Level Service
1 Route No.
00060 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.999 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
1933 ADT Total
2300 ADT Year
2014 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
23.999 Span Type Main
M Material
3 - Steel Design
02 Length
126.969 Deck Width
27.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
3 Super Rating
3 Sub Rating
5 Chan. Rating
5 Culv. Rating
N Structure Rating
3 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
5 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
48.6 HS Inv. Rating Method
1 HS Inv. Method
29.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3680 Future ADT Year
2034 Bypass Detour
24.854848 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
04040 ODOT County
57 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
36ft.-60ft.-30ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5706 0912 X H Index
65.6482 Latitude
36:45:24.08 Longitude
-96:14:06.46 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 60 Scour
7 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
04040 Vault Link
http://plansrv1/bridgemaintvault/b04040 GIS FO/SD
SD H Inv. Method
18.4 Latitude DD
36.75668889 Longitude DD
-96.23512778 ODOT County Number
57 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
4346 x
-10712845.4208952 y
4405246.40283221 |
|||||||||||||||||||||||||||||||||||||
| 04039 | 2714R0587 X | 4039 | — | S.H. 11 | POLECAT CREEK | 2714 0587 X | 3-42.7ft. I-BM. SPANS W/ TR-1 RAILS | 1926 | 36.81048333 | -97.62689167 | 130.499 | 32.001 | — | 3 | 0 | 2 | 30 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 22 | Serious (3) | Satisfactory (6) | Poor (4) | Serious (3) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1400 | 2014 | 4 | Unmatched |
|
Raw data
OBJECTID
4345 BRKEY
4039 NBI No.
4039 On Under
1 Structure No.
2714R0587 X Control No.
014 Lane Ind.
Milepoint
05870 Facility Carried
S.H. 11 Feature Intersected
POLECAT CREEK Division
04 County
053 Location
5.9 MI E JCT US 81 Sufficiency
22 Kind Hwy
3 Level Service
1 Route No.
00011 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
30 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1926 ADT Total
1400 ADT Year
2014 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
27.999 Span Type Main
M Material
3 - Steel Design
02 Length
130.499 Deck Width
32.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
6 Super Rating
4 Sub Rating
3 Chan. Rating
7 Culv. Rating
N Structure Rating
3 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
36.927 HS Inv. Rating Method
1 HS Inv. Method
22.046 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2240 Future ADT Year
2034 Bypass Detour
44.117354 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
9999 Min Measured Clearance
9999 NBI Rating
04039 ODOT County
27 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-42.7ft. I-BM. SPANS W/ TR-1 RAILS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
2714 0587 X H Index
66.3597 Latitude
36:48:37.74 Longitude
-97:37:36.81 I257A
1 I257B
0 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 11 Scour
3 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
27140587 NBI Text
04039 Vault Link
http://plansrv1/bridgemaintvault/b04039 GIS FO/SD
SD H Inv. Method
16.094 Latitude DD
36.81048333 Longitude DD
-97.62689167 ODOT County Number
27 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4345 x
-10867775.8684345 y
4412723.4263309 |
|||||||||||||||||||||||||||||||||||||
| 03942 | 3006 1522 X | 3942 | — | U.S. 183 | MCNINN CREEK | 3006 1522 X | 3-10ft.X 10ft.X 57.7ft. R. | 1933 | 36.80310556 | -99.62927222 | 34.121 | 57.7 | — | 3 | 0 | 2 | 55.699 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 77.6 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Fair (5) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 1100 | 2022 | 2 | Unmatched |
|
Raw data
OBJECTID
4344 BRKEY
3942 NBI No.
3942 On Under
1 Structure No.
3006 1522 X Control No.
006 Lane Ind.
Milepoint
15220 Facility Carried
U.S. 183 Feature Intersected
MCNINN CREEK Division
06 County
059 Location
15.3 MI N WOODWARD CL Sufficiency
77.6 Kind Hwy
2 Level Service
1 Route No.
00183 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
53.999 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
1933 ADT Total
1100 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
55.699 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
8 Appr. Roadway Width
27.001 Span Type Main
M Material
1 - Concrete Design
19 Length
34.121 Deck Width
57.7 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
5 Structure Rating
5 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
50.3 HS Inv. Rating Method
1 HS Inv. Method
30.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1760 Future ADT Year
2042 Bypass Detour
44.738726 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
03942 ODOT County
30 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X 10ft.X 57.7ft. R. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3006 1522 X H Index
89.0194 Latitude
36:48:11.18 Longitude
-99:37:45.38 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 183 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
2 Local Bridge ID
-1 NBI Text
03942 Vault Link
http://plansrv1/bridgemaintvault/b03942 GIS FO/SD
Meets Standards H Inv. Method
25.8 Latitude DD
36.80310556 Longitude DD
-99.62927222 ODOT County Number
30 Maint. Dist.
6 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
4344 x
-11090679.8516348 y
4411697.66100923 |
|||||||||||||||||||||||||||||||||||||
| 03941 | 7114 1460 X | 3941 | — | S.H. 5 | CREEK | 7114 1460 X | 3-10ft.x5ft.x55ft. RDY. R.C.B. | 1933 | 34.39129444 | -98.76053333 | 34.121 | 57.001 | — | 3 | 0 | 2 | 55 | 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 | 06 - Minor Arterial (Rural) | B | 750 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4343 BRKEY
3941 NBI No.
3941 On Under
1 Structure No.
7114 1460 X Control No.
014 Lane Ind.
Milepoint
14600 Facility Carried
S.H. 5 Feature Intersected
CREEK Division
05 County
141 Location
7.5 MI W COTTON C/L Sufficiency
97.8 Kind Hwy
3 Level Service
1 Route No.
00005 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
55 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1933 ADT Total
750 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
55 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
34.121 Deck Width
57.001 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
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
57.3 HS Inv. Rating Method
1 HS Inv. Method
34.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1200 Future ADT Year
2042 Bypass Detour
29.825817 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
03941 ODOT County
71 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.x55ft. RDY. R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7114 1460 X H Index
67 Latitude
34:23:28.66 Longitude
-98:45:37.92 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 5 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03941 Vault Link
http://plansrv1/bridgemaintvault/b03941 GIS FO/SD
Meets Standards H Inv. Method
19.2 Latitude DD
34.39129444 Longitude DD
-98.76053333 ODOT County Number
71 Maint. Dist.
5 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4343 x
-10993972.2807677 y
4081465.10795178 |
|||||||||||||||||||||||||||||||||||||
| 03940 | 2302 1354 X | 3940 | — | U.S. 60 | CREEK | 2302 1354 X | 2-10ft.X2.5ft.X53.8ft.RCB | 1933 | 36.135675 | -99.75955556 | 30 | 63.501 | — | 2 | 45 | 2 | 61.499 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 76.8 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Fair (5) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 1800 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4342 BRKEY
3940 NBI No.
3940 On Under
1 Structure No.
2302 1354 X Control No.
002 Lane Ind.
Milepoint
13540 Facility Carried
U.S. 60 Feature Intersected
CREEK Division
06 County
045 Location
0.5 MI E ARNETT Sufficiency
76.8 Kind Hwy
2 Level Service
1 Route No.
00060 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
61.499 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
1933 ADT Total
1800 ADT Year
2022 Design Load
H 15 Skew
45 No. Main Spans
2 Road Width
61.499 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
30 Deck Width
63.501 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
5 Structure Rating
5 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
61.5 HS Inv. Rating Method
1 HS Inv. Method
36.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2880 Future ADT Year
2042 Bypass Detour
70.000001 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
03940 ODOT County
23 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.X2.5ft.X53.8ft.RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2302 1354 X H Index
97.1647 Latitude
36:08:08.43 Longitude
-99:45:34.4 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 60 Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03940 Vault Link
http://plansrv1/bridgemaintvault/b03940 GIS FO/SD
Meets Standards H Inv. Method
20.5 Latitude DD
36.135675 Longitude DD
-99.75955556 ODOT County Number
23 Maint. Dist.
6 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4342 x
-11105182.9267025 y
4319306.1378554 |
|||||||||||||||||||||||||||||||||||||
| 03939 | 3006 1249 X | 3939 | — | U.S. 183 | CREEK | 3006 1249 X | 3-10ft.X 10ft.X 52ft. R.C. BOX | 1933 | 36.76379722 | -99.62953611 | 34.121 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 89.2 | 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) | C | 1100 | 2022 | 2 | Unmatched |
|
Raw data
OBJECTID
4341 BRKEY
3939 NBI No.
3939 On Under
1 Structure No.
3006 1249 X Control No.
006 Lane Ind.
Milepoint
12490 Facility Carried
U.S. 183 Feature Intersected
CREEK Division
06 County
059 Location
12.6 MI N WOODWARD CL Sufficiency
89.2 Kind Hwy
2 Level Service
1 Route No.
00183 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
52.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1933 ADT Total
1100 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
6 Appr. Roadway Width
27.001 Span Type Main
M Material
1 - Concrete Design
19 Length
34.121 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
50.3 HS Inv. Rating Method
1 HS Inv. Method
30.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1760 Future ADT Year
2042 Bypass Detour
44.738726 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
03939 ODOT County
30 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X 10ft.X 52ft. R.C. BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3006 1249 X H Index
93.6345 Latitude
36:45:49.67 Longitude
-99:37:46.33 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 183 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
2 Local Bridge ID
-1 NBI Text
03939 Vault Link
http://plansrv1/bridgemaintvault/b03939 GIS FO/SD
Meets Standards H Inv. Method
25.8 Latitude DD
36.76379722 Longitude DD
-99.62953611 ODOT County Number
30 Maint. Dist.
6 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
4341 x
-11090709.2277353 y
4406234.10651286 |
|||||||||||||||||||||||||||||||||||||
| 03938 | 3312 1164 X | 3938 | — | S.H. 6 | CREEK | 3312 1164 X | 3-10ft.X8ft.X36ft. RDY. R.C.BOX W/ CONC. TRAFFIC RAILS | 1933 | 34.506175 | -99.57360833 | 34.121 | 38.002 | — | 3 | 0 | 2 | 36.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 94.7 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 690 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4340 BRKEY
3938 NBI No.
3938 On Under
1 Structure No.
3312 1164 X Control No.
012 Lane Ind.
Milepoint
11640 Facility Carried
S.H. 6 Feature Intersected
CREEK Division
05 County
065 Location
0.8 MI SW JCT S.H. 34 Sufficiency
94.7 Kind Hwy
3 Level Service
1 Route No.
00006 Service Type On
1 Service Type Off
5 Vertical Clearance
_ 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
1933 ADT Total
690 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
36.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
AG Appr. Roadway Width
26.001 Span Type Main
M Material
1 - Concrete Design
19 Length
34.121 Deck Width
38.002 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
52.1 HS Inv. Rating Method
1 HS Inv. Method
31.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1104 Future ADT Year
2042 Bypass Detour
43.99989 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
03938 ODOT County
33 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X8ft.X36ft. RDY. R.C.BOX W/ CONC. TRAFFIC RAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3312 1164 X H Index
93.6255 Latitude
34:30:22.23 Longitude
-99:34:24.99 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 6 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03938 Vault Link
http://plansrv1/bridgemaintvault/b03938 GIS FO/SD
Meets Standards H Inv. Method
20.1 Latitude DD
34.506175 Longitude DD
-99.57360833 ODOT County Number
33 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
4340 x
-11084483.3757445 y
4096973.16430579 |
|||||||||||||||||||||||||||||||||||||
| 03937 | 3706 1106 X | 3937 | — | S.H. 3 & S.H. 33 | CREEK | 3706 1106 X | 2 - 10ft. X 4ft. X 82ft. R.C. BOX SK. 45 DEG. | 1933 | 35.85606667 | -98.01274722 | 29.839 | 0 | — | 2 | 45 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 86.3 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 2800 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4339 BRKEY
3937 NBI No.
3937 On Under
1 Structure No.
3706 1106 X Control No.
006 Lane Ind.
Milepoint
11060 Facility Carried
S.H. 3 & S.H. 33 Feature Intersected
CREEK Division
04 County
073 Location
4.8 MI W JCT US 81 Sufficiency
86.3 Kind Hwy
3 Level Service
1 Route No.
00003 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
82.1 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
1933 ADT Total
2800 ADT Year
2022 Design Load
H 20 Skew
45 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
FG Appr. Roadway Width
32.001 Span Type Main
M Material
1 - Concrete Design
19 Length
29.839 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
52.9 HS Inv. Rating Method
1 HS Inv. Method
31.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4480 Future ADT Year
2042 Bypass Detour
38.239904 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
03937 ODOT County
37 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2 - 10ft. X 4ft. X 82ft. R.C. BOX SK. 45 DEG. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3706 1106 X H Index
98.9968 Latitude
35:51:21.84 Longitude
-98:00:45.89 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 3 & 33 Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
NBI Text
03937 Vault Link
http://plansrv1/bridgemaintvault/b03937 GIS FO/SD
Meets Standards H Inv. Method
17.6 Latitude DD
35.85606667 Longitude DD
-98.01274722 ODOT County Number
37 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
4339 x
-10910729.1117802 y
4280834.39866227 |
|||||||||||||||||||||||||||||||||||||
| 03846 | 1002R0147 X | 3846 | — | U.S. 70 | CREEK | 1002 0147 X | (2) 10ft. x 5ft. x 37ft. RCB | 1933 | 34.17284722 | -97.53686389 | 21.982 | 38.999 | — | 2 | 0 | 2 | 37.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 92.5 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 3400 | 2008 | 4 | Unmatched |
|
Raw data
OBJECTID
4338 BRKEY
3846 NBI No.
3846 On Under
1 Structure No.
1002R0147 X Control No.
002 Lane Ind.
Milepoint
01470 Facility Carried
U.S. 70 Feature Intersected
CREEK Division
07 County
019 Location
1.6 MI E JEFFERSON C/L Sufficiency
92.5 Kind Hwy
2 Level Service
1 Route No.
00070 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1933 ADT Total
3400 ADT Year
2008 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
37.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
01 Appr. Roadway Width
36.001 Span Type Main
M Material
1 - Concrete Design
19 Length
21.982 Deck Width
38.999 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
N Super Rating
N Sub Rating
N Chan. Rating
4 Culv. Rating
6 Structure Rating
6 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.053 HS Inv. Rating Method
2 HS Inv. Method
36.046 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
5440 Future ADT Year
2028 Bypass Detour
24.854848 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
03846 ODOT County
10 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
(2) 10ft. x 5ft. x 37ft. RCB Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1002 0147 X H Index
97.1286 Latitude
34:10:22.25 Longitude
-97:32:12.71 I257A
_ I257B
_ I257C
_ I257D
0 I257E
0 I263
0 Roadway Name
U.S. 70 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
001 NBI Text
03846 Vault Link
http://plansrv1/bridgemaintvault/b03846 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
34.17284722 Longitude DD
-97.53686389 ODOT County Number
10 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4338 x
-10857754.0218076 y
4052034.86541558 |
|||||||||||||||||||||||||||||||||||||
| 03845 | 1608 0077 X | 3845 | — | U.S. 277 | CREEK | 1608 0077 X | 2-10ft.X 10ft.X 84ft. R.C.BOX | 1933 | 34.460114 | -98.400219 | 22.966 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 93.7 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 2300 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4337 BRKEY
3845 NBI No.
3845 On Under
1 Structure No.
1608 0077 X Control No.
008 Lane Ind.
Milepoint
00770 Facility Carried
U.S. 277 Feature Intersected
CREEK Division
07 County
031 Location
0.8 MI.N. COTTON CL Sufficiency
93.7 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
1933 ADT Total
2300 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
4 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 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.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
100 HS Inv. Rating Method
3 HS Inv. Method
100 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
3680 Future ADT Year
2042 Bypass Detour
36.039529 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
03845 ODOT County
16 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 10ft.X 84ft. R.C.BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1608 0077 X H Index
99.2235 Latitude
34:27:36.41 Longitude
-98:24:00.79 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 277 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
041 NBI Text
03845 Vault Link
http://plansrv1/bridgemaintvault/b03845 GIS FO/SD
Meets Standards H Inv. Method
69.4 Latitude DD
34.460114 Longitude DD
-98.400219 ODOT County Number
16 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
4337 x
-10953862.2730266 y
4090752.69573626 |
|||||||||||||||||||||||||||||||||||||
| 03844 | 6026 0053 X | 3844 | — | S.H. 99 | CREEK | 6026 0053 X | 2-10ft.X 6ft.X 38ft. R.C.B | 1933 | 35.94949444 | -96.66005 | 20.919 | 39.997 | — | 2 | 0 | 2 | 37.999 | 1 - Concrete | Culvert (19) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 91.6 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
4336 BRKEY
3844 NBI No.
3844 On Under
1 Structure No.
6026 0053 X Control No.
026 Lane Ind.
Milepoint
00530 Facility Carried
S.H. 99 Feature Intersected
CREEK Division
04 County
119 Location
0.5 MI N LINCOLN C/L Sufficiency
91.6 Kind Hwy
3 Level Service
1 Route No.
00099 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
37.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1933 ADT Total
1800 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
37.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
FG Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
20.919 Deck Width
39.997 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60.5 HS Inv. Rating Method
1 HS Inv. Method
36.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2880 Future ADT Year
2042 Bypass Detour
39.146385 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
03844 ODOT County
60 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 6ft.X 38ft. R.C.B Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6026 0053 X H Index
99.175 Latitude
35:56:58.18 Longitude
-96:39:36.18 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 99 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
03844 Vault Link
http://plansrv1/bridgemaintvault/b03844 GIS FO/SD
Meets Standards H Inv. Method
20.2 Latitude DD
35.94949444 Longitude DD
-96.66005 ODOT County Number
60 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4336 x
-10760147.5460524 y
4293674.10838735 |
|||||||||||||||||||||||||||||||||||||
| 03843 | 2212 0051 X | 3843 | — | U.S. 270 | CREEK | 2212 0051 X | 2-10ft.X3ft.X62ft. RDY. R.C.B. | 1933 | 36.156142 | -98.927417 | 22.5 | 64.003 | — | 2 | 0 | 2 | 62.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 99.1 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 3100 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4335 BRKEY
3843 NBI No.
3843 On Under
1 Structure No.
2212 0051 X Control No.
012 Lane Ind.
Milepoint
00510 Facility Carried
U.S. 270 Feature Intersected
CREEK Division
05 County
043 Location
0.1 MI NW JCT U.S. 281 Sufficiency
99.1 Kind Hwy
2 Level Service
1 Route No.
00270 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
62.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1933 ADT Total
3100 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
62.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
4 Appr. Roadway Width
60 Span Type Main
M Material
1 - Concrete Design
19 Length
22.5 Deck Width
64.003 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
8 Structure Rating
8 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
99.9 HS Inv. Rating Method
1 HS Inv. Method
97.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4960 Future ADT Year
2042 Bypass Detour
3.728227 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
35 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
03843 ODOT County
22 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X3ft.X62ft. RDY. R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2212 0051 X H Index
96.7 Latitude
36:09:22.11 Longitude
-98:55:38.7 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 270 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03843 Vault Link
http://plansrv1/bridgemaintvault/b03843 GIS FO/SD
Meets Standards H Inv. Method
54.1 Latitude DD
36.156142 Longitude DD
-98.927417 ODOT County Number
22 Maint. Dist.
5 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
4335 x
-11012549.6859338 y
4322127.59492981 |
|||||||||||||||||||||||||||||||||||||
| 03842 | 2826 0011 X | 3842 | — | S.H. 44 | CREEK | 2826 0011 X | 2-10ft. X 4ft. X 68ft. RDY. R.C.B. | 1933 | 34.85713611 | -99.32776944 | 21.982 | 70 | — | 2 | 0 | 2 | 68.002 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 98 | 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) | B | 1500 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4334 BRKEY
3842 NBI No.
3842 On Under
1 Structure No.
2826 0011 X Control No.
026 Lane Ind.
Milepoint
00110 Facility Carried
S.H. 44 Feature Intersected
CREEK Division
05 County
055 Location
.1 MI E JCT U.S. 283 Sufficiency
98 Kind Hwy
3 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
68.002 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1933 ADT Total
1500 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
68.002 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
2 Fill RCB
3 Appr. Roadway Width
42.001 Span Type Main
M Material
1 - Concrete Design
19 Length
21.982 Deck Width
70 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
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
99.9 HS Inv. Rating Method
1 HS Inv. Method
67.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2400 Future ADT Year
2042 Bypass Detour
18.019764 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
03842 ODOT County
28 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft. X 4ft. X 68ft. RDY. R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2826 0011 X H Index
67 Latitude
34:51:25.69 Longitude
-99:19:39.97 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 44 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03842 Vault Link
http://plansrv1/bridgemaintvault/b03842 GIS FO/SD
Meets Standards H Inv. Method
37.5 Latitude DD
34.85713611 Longitude DD
-99.32776944 ODOT County Number
28 Maint. Dist.
5 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4334 x
-11057116.7156925 y
4144483.4205807 |
|||||||||||||||||||||||||||||||||||||
| 03750 | 7612R0283 X | 3750 | — | U.S. 281 | SAND CREEK | 7612R0283 X | 3-36ft. I-BM. SPANS | 1932 | 36.6338 | -98.66614167 | 108.924 | 25 | — | 3 | 0 | 2 | 22.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 32.2 | Poor (4) | Satisfactory (6) | Poor (4) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 1280 | 1999 | 4 | Unmatched |
|
Raw data
OBJECTID
4332 BRKEY
3750 NBI No.
3750 On Under
1 Structure No.
7612R0283 X Control No.
012 Lane Ind.
Milepoint
02830 Facility Carried
U.S. 281 Feature Intersected
SAND CREEK Division
06 County
151 Location
3.0 MI N JCT SH 45 Sufficiency
32.2 Kind Hwy
2 Level Service
1 Route No.
00281 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
22.001 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
1932 ADT Total
1280 ADT Year
1999 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
22.001 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
32.001 Span Type Main
M Material
3 - Steel Design
02 Length
108.924 Deck Width
25 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
7 Deck Rating
6 Super Rating
4 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
4 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
24.802 HS Inv. Rating Method
2 HS Inv. Method
24.802 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
1500 Future ADT Year
2017 Bypass Detour
41.010498 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
03750 ODOT County
76 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
3-36ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
7612R0283 X H Index
76.3669 Latitude
36:38:01.68 Longitude
-98:39:58.11 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
U.S. 281 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03750 Vault Link
http://plansrv1/bridgemaintvault/b03750 GIS FO/SD
SD H Inv. Method
19.842 Latitude DD
36.6338 Longitude DD
-98.66614167 ODOT County Number
76 Maint. Dist.
6 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4332 x
-10983464.6492414 y
4388185.41069106 |
|||||||||||||||||||||||||||||||||||||
| 03749 | 0952R0249 X | 3749 | — | U.S. 281 SPUR | CANYONVIEW CREEK | 0952R0249 X | 5-36ft. I-BM. SPANS | 1932 | 35.54848889 | -98.26531667 | 178.15 | 32.999 | — | 5 | 0 | 2 | 30 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 48.3 | Poor (4) | Critical (2) | Poor (4) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 2200 | 2001 | 4 | Unmatched |
|
Raw data
OBJECTID
4331 BRKEY
3749 NBI No.
3749 On Under
1 Structure No.
0952R0249 X Control No.
052 Lane Ind.
Milepoint
02490 Facility Carried
U.S. 281 SPUR Feature Intersected
CANYONVIEW CREEK Division
04 County
017 Location
2.6 MI. E. JCT. US281 Sufficiency
48.3 Kind Hwy
2 Level Service
4 Route No.
00281 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
30 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
1932 ADT Total
2200 ADT Year
2001 Design Load
H 20 Skew
0 No. Main Spans
5 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
30 Span Type Main
M Material
3 - Steel Design
02 Length
178.15 Deck Width
32.999 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
2 Super Rating
4 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
24.802 HS Inv. Rating Method
2 HS Inv. Method
24.802 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
1700 Future ADT Year
2018 Bypass Detour
9.941939 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
03749 ODOT County
09 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
5-36ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
0952R0249 X H Index
65.9723 Latitude
35:32:54.56 Longitude
-98:15:55.14 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
U.S. 281 SPUR Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
4 - Spur Historical Significance
4 Local Bridge ID
-1 NBI Text
03749 Vault Link
http://plansrv1/bridgemaintvault/b03749 GIS FO/SD
SD H Inv. Method
19.842 Latitude DD
35.54848889 Longitude DD
-98.26531667 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
4331 x
-10938845.0143442 y
4238670.677251 |
|||||||||||||||||||||||||||||||||||||
| 03748 | 2022R0151 X | 3748 | — | S.H. 34 | WHITESHIELD CREEK | 2022R0151 X | 3-36ft. I-BM. SPANS | 1932 | 35.66093056 | -99.37681944 | 108.924 | 25 | — | 3 | 0 | 2 | 22.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 50.2 | Fair (5) | Fair (5) | Very good (8) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1220 | 1999 | 4 | Unmatched |
|
Raw data
OBJECTID
4330 BRKEY
3748 NBI No.
3748 On Under
1 Structure No.
2022R0151 X Control No.
022 Lane Ind.
Milepoint
01510 Facility Carried
S.H. 34 Feature Intersected
WHITESHIELD CREEK Division
05 County
039 Location
1.5 MI N JCT SH 33 Sufficiency
50.2 Kind Hwy
3 Level Service
1 Route No.
00034 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
22.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1932 ADT Total
1220 ADT Year
1999 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
22.001 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
36.001 Span Type Main
M Material
3 - Steel Design
02 Length
108.924 Deck Width
25 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
5 Super Rating
8 Sub Rating
5 Chan. Rating
4 Culv. Rating
N Structure Rating
5 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
7 HS Operating Rating Method
2 HS Operating Rating
24.802 HS Inv. Rating Method
2 HS Inv. Method
24.802 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
1300 Future ADT Year
2017 Bypass Detour
47.22421 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
03748 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
1.499 Rt. Curb SW
1.499 Description
3-36ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
2022R0151 X H Index
100 Latitude
35:39:39.35 Longitude
-99:22:36.55 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 34 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03748 Vault Link
http://plansrv1/bridgemaintvault/b03748 GIS FO/SD
Meets Standards H Inv. Method
19.842 Latitude DD
35.66093056 Longitude DD
-99.37681944 ODOT County Number
20 Maint. Dist.
5 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4330 x
-11062576.9367159 y
4254065.68217459 |
|||||||||||||||||||||||||||||||||||||
| 03747 | 7320R0732 X | 3747 | — | M.K. & T. R.R. | S.H. 72 UNDER | 7320 0732 X | 14ft.-13ft.-13ft. TIMBER,2 | 1932 | 35.95561389 | -95.64983611 | 105.971 | 8.999 | — | 1 | 0 | 2 | 8.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | ! | -1 | Not applicable (N) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Not applicable (N) | 27 - Railroad | 01 - State Highway Agency | 1 - On Highway | 16 - Minor Arterial (Urban) | H | 7800 | 2008 | 4 | Unmatched |
|
Raw data
OBJECTID
4329 BRKEY
3747 NBI No.
3747 On Under
2 Structure No.
7320R0732 X Control No.
020 Lane Ind.
Milepoint
07320 Facility Carried
M.K. & T. R.R. Feature Intersected
S.H. 72 UNDER Division
01 County
145 Location
0.1 MI SE JCT SH-51 Sufficiency
-1 Kind Hwy
3 Level Service
1 Route No.
00072 Service Type On
2 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
22.402 Bridge System
H Owner
27 - Railroad Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
16 - Minor Arterial (Urban) Year Built
1932 ADT Total
7800 ADT Year
2008 Design Load
Railroad Skew
0 No. Main Spans
1 Road Width
8.999 Ref. Underclearance Rt.
H Underclearance Right
1.001 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
7.999 Span Type Main
M Material
3 - Steel Design
02 Length
105.971 Deck Width
8.999 Bridge Open Closed
! TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
4 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
N Culv. Rating
N Structure Rating
N Deck Geometry
N Underclearance
N Bridge Posting
0 Waterway Adequacy
N Approach Alignment
N HS Operating Rating Method
! HS Operating Rating
-1 HS Inv. Rating Method
! HS Inv. Method
-1 H Operating Rating
! H Inv. Rating Method
! Future ADT
12480 Future ADT Year
2028 Bypass Detour
0 School Bus Rte.
_ Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
Y Existing Posting
1311 Max Measured Clearance
1401 Min Measured Clearance
1400 NBI Rating
03747 ODOT County
73 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
9 Lft. Curb SW
0 Rt. Curb SW
0 Description
14ft.-13ft.-13ft. TIMBER,2 Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
7320 0732 X H Index
-1 Latitude
35:57:20.21 Longitude
-95:38:59.41 I257A
_ I257B
_ I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
S.H. 72 UNDER Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03747 Vault Link
http://plansrv1/bridgemaintvault/b03747 GIS FO/SD
Meets Standards H Inv. Method
-1 Latitude DD
35.95561389 Longitude DD
-95.64983611 ODOT County Number
73 Maint. Dist.
1 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
4329 x
-10647691.0502253 y
4294515.62926721 |
|||||||||||||||||||||||||||||||||||||
| 03745 | 4306R1478 X | 3745 | — | S.H. 32 | WALNUT BAYOU O'FLOW | 4306 1478 X | (3) 30ft. I-beam spans | 1932 | 33.94 | -97.30333333 | 89.895 | 23.501 | — | 3 | 0 | 2 | 22.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Posted for load (P) | 39.7 | Poor (4) | Satisfactory (6) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 830 | 2006 | 4 | Unmatched |
|
Raw data
OBJECTID
4327 BRKEY
3745 NBI No.
3745 On Under
1 Structure No.
4306R1478 X Control No.
006 Lane Ind.
Milepoint
14780 Facility Carried
S.H. 32 Feature Intersected
WALNUT BAYOU O'FLOW Division
07 County
085 Location
14.9 MI E JEFFERSON C/L Sufficiency
39.7 Kind Hwy
3 Level Service
1 Route No.
00032 Service Type On
1 Service Type Off
9 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
1932 ADT Total
830 ADT Year
2006 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
22.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
23.999 Span Type Main
M Material
3 - Steel Design
02 Length
89.895 Deck Width
23.501 Bridge Open Closed
P TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
6 Super Rating
5 Sub Rating
5 Chan. Rating
5 Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
N Bridge Posting
1 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
27.007 HS Inv. Rating Method
2 HS Inv. Method
16.204 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
1328 Future ADT Year
2026 Bypass Detour
39.146385 School Bus Rte.
3 Posted Weight
162730 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
03745 ODOT County
43 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
(3) 30ft. I-beam spans Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4306 1478 X H Index
57.6982 Latitude
33:56:24 Longitude
-97:18:12 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
S.H. 32 Scour
5 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
015 NBI Text
03745 Vault Link
http://plansrv1/bridgemaintvault/b03745 GIS FO/SD
Meets Standards H Inv. Method
9.59 Latitude DD
33.94 Longitude DD
-97.30333333 ODOT County Number
43 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
4327 x
-10831757.5187838 y
4020748.33459619 |
|||||||||||||||||||||||||||||||||||||
| 04038 | 0830R0581 X | 4038 | — | S.H. 19 | WEST WASHITA RIVER | 0830 0581 X | 30ft.-60ft.-30ft. I-BM. SPANS | 1933 | 34.89833333 | -98.25333333 | 121.063 | 25 | — | 3 | 0 | 2 | 22.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 48 | Poor (4) | Fair (5) | Poor (4) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 920 | 2006 | 4 | Unmatched |
|
Raw data
OBJECTID
4326 BRKEY
4038 NBI No.
4038 On Under
1 Structure No.
0830R0581 X Control No.
030 Lane Ind.
Milepoint
05810 Facility Carried
S.H. 19 Feature Intersected
WEST WASHITA RIVER Division
07 County
015 Location
3 MI W JCT SH 8 Sufficiency
48 Kind Hwy
3 Level Service
1 Route No.
00019 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
1933 ADT Total
920 ADT Year
2006 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
22.001 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
32.001 Span Type Main
M Material
3 - Steel Design
02 Length
121.063 Deck Width
25 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
4 Sub Rating
4 Chan. Rating
5 Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
53.352 HS Inv. Rating Method
1 HS Inv. Method
31.967 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1472 Future ADT Year
2026 Bypass Detour
31.689931 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
Y Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
04038 ODOT County
08 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
30ft.-60ft.-30ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
0830 0581 X H Index
61.1492 Latitude
34:53:54 Longitude
-98:15:12 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
_ Scour
4 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
78 NBI Text
04038 Vault Link
http://plansrv1/bridgemaintvault/b04038 GIS FO/SD
SD H Inv. Method
20.062 Latitude DD
34.89833333 Longitude DD
-98.25333333 ODOT County Number
8 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
4326 x
-10937511.0350374 y
4150073.61834648 |
|||||||||||||||||||||||||||||||||||||
| 04037 | 2504R0573 X | 4037 | — | S.H. 7 | GARRISON CREEK | 2504R0573 X | 2-50,40ft. PRESTRESSED CONC BM SPANSSK 60 DEG. | 1993 | 34.52166667 | -97.25666667 | 143.045 | 42.001 | — | 3 | 30 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 93.7 | 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) | B | 2500 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
4325 BRKEY
4037 NBI No.
4037 On Under
1 Structure No.
2504R0573 X Control No.
004 Lane Ind.
Milepoint
05730 Facility Carried
S.H. 7 Feature Intersected
GARRISON CREEK Division
07 County
049 Location
5.8 MI NE MURRAY C/L Sufficiency
93.7 Kind Hwy
3 Level Service
1 Route No.
00007 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1993 ADT Total
2500 ADT Year
1999 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
33.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
143.045 Deck Width
42.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
9 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
6 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
2400 Future ADT Year
2017 Bypass Detour
32.932673 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
04037 ODOT County
25 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
2-50,40ft. PRESTRESSED CONC BM SPANSSK 60 DEG. Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
2504R0573 X H Index
100 Latitude
34:31:18 Longitude
-97:15:24 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 7 Scour
6 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
04037 Vault Link
http://plansrv1/bridgemaintvault/b04037 GIS FO/SD
Meets Standards H Inv. Method
35.715 Latitude DD
34.52166667 Longitude DD
-97.25666667 ODOT County Number
25 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4325 x
-10826562.6099555 y
4099066.06332833 |
|||||||||||||||||||||||||||||||||||||
| 04036 | 2906 0104 X | 4036 | — | S.H. 9 | BEAR CREEK | 2906 0104 X | 36ft.-50ft.-36ft. WEATHERING STEEL I-BEAM SPANS | 1933 | 34.900347 | -99.981928 | 123.031 | 30 | — | 3 | 0 | 2 | 28.002 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94.2 | 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 | 160 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4324 BRKEY
4036 NBI No.
4036 On Under
1 Structure No.
2906 0104 X Control No.
006 Lane Ind.
Milepoint
01040 Facility Carried
S.H. 9 Feature Intersected
BEAR CREEK Division
05 County
057 Location
1.0 MI E TEXAS ST. LINE Sufficiency
94.2 Kind Hwy
3 Level Service
1 Route No.
00009 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
28.002 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1933 ADT Total
160 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
28.002 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
3 - Steel Design
02 Length
123.031 Deck Width
30 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
8 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
3 HS Operating Rating
55 HS Inv. Rating Method
3 HS Inv. Method
42 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
256 Future ADT Year
2042 Bypass Detour
44.738726 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
04036 ODOT County
29 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
36ft.-50ft.-36ft. WEATHERING STEEL I-BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2906 0104 X H Index
99.9267 Latitude
34:54:01.25 Longitude
-99:58:54.94 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 9 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
04036 Vault Link
http://plansrv1/bridgemaintvault/b04036 GIS FO/SD
Meets Standards H Inv. Method
41 Latitude DD
34.900347 Longitude DD
-99.981928 ODOT County Number
29 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
4324 x
-11129937.3134897 y
4150346.93225917 |
|||||||||||||||||||||||||||||||||||||
| 04035 | 2510R0056 X | 4035 | — | S.H. 19 | BEEF CREEK | 2510 0056 X | 30ft.-60ft.-30ft. I-BM. SPANS | 1933 | 34.81583333 | -97.39583333 | 121.063 | 26.903 | — | 3 | 0 | 2 | 25.919 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 54.4 | Fair (5) | Poor (4) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2800 | 2015 | 4 | Unmatched |
|
Raw data
OBJECTID
4323 BRKEY
4035 NBI No.
4035 On Under
1 Structure No.
2510R0056 X Control No.
010 Lane Ind.
Milepoint
00560 Facility Carried
S.H. 19 Feature Intersected
BEEF CREEK Division
03 County
049 Location
0.6 MI E JCT SH 74 Sufficiency
54.4 Kind Hwy
3 Level Service
1 Route No.
00019 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
1933 ADT Total
2800 ADT Year
2015 Design Load
H 15 Skew
0 No. Main Spans
3 Road Width
25.919 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
23.999 Span Type Main
M Material
3 - Steel Design
02 Length
121.063 Deck Width
26.903 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
4 Super Rating
6 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
48.171 HS Inv. Rating Method
1 HS Inv. Method
28.881 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4480 Future ADT Year
2035 Bypass Detour
19.883878 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
04035 ODOT County
25 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
30ft.-60ft.-30ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
2510 0056 X H Index
81.5076 Latitude
34:48:57 Longitude
-97:23:45 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 19 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
04035 Vault Link
http://plansrv1/bridgemaintvault/b04035 GIS FO/SD
SD H Inv. Method
18.078 Latitude DD
34.81583333 Longitude DD
-97.39583333 ODOT County Number
25 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
4323 x
-10842054.5716821 y
4138881.70863984 |
|||||||||||||||||||||||||||||||||||||
| 03936 | 3006R0992 X | 3936 | — | U.S. 183 | GYP CREEK | 3006 0992 X | 2-10X8X83.5ft. RCB SK.45 RF | 1933 | 36.72726667 | -99.63493889 | 32.152 | 58.999 | — | 2 | 45 | 2 | 57.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 64.3 | Poor (4) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Poor (4) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 1100 | 2014 | 2 | Unmatched |
|
Raw data
OBJECTID
4320 BRKEY
3936 NBI No.
3936 On Under
1 Structure No.
3006R0992 X Control No.
006 Lane Ind.
Milepoint
09920 Facility Carried
U.S. 183 Feature Intersected
GYP CREEK Division
06 County
059 Location
10 MI N WOODWARD C/L Sufficiency
64.3 Kind Hwy
2 Level Service
1 Route No.
00183 Service Type On
1 Service Type Off
5 Vertical Clearance
n Horizontal Clearance
57.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1933 ADT Total
1100 ADT Year
2014 Design Load
H 20 Skew
45 No. Main Spans
2 Road Width
57.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
9 Appr. Roadway Width
27.001 Span Type Main
M Material
1 - Concrete Design
19 Length
32.152 Deck Width
58.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
7 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
4 Structure Rating
4 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
74.1 HS Inv. Rating Method
1 HS Inv. Method
44.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1760 Future ADT Year
2034 Bypass Detour
44.738726 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
03936 ODOT County
30 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
2-10X8X83.5ft. RCB SK.45 RF Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
3006 0992 X H Index
62.92 Latitude
36:43:38.16 Longitude
-99:38:05.78 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 183 Scour
4 Design Structure
19 - Culvert FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
2 Local Bridge ID
-1 NBI Text
03936 Vault Link
http://plansrv1/bridgemaintvault/b03936 GIS FO/SD
SD H Inv. Method
32.3 Latitude DD
36.72726667 Longitude DD
-99.63493889 ODOT County Number
30 Maint. Dist.
6 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
4320 x
-11091310.6624537 y
4401159.15332418 |
|||||||||||||||||||||||||||||||||||||
| 03935 | 4002 0960 X | 3935 | — | U.S. 59 | CREEK | 4002 0960 X | (3) 10ft. X (3ft. TO 8ft.) X 40ft. RCB | 1933 | 34.73596944 | -94.61238889 | 33.999 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 83.5 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 1700 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4319 BRKEY
3935 NBI No.
3935 On Under
1 Structure No.
4002 0960 X Control No.
002 Lane Ind.
Milepoint
09600 Facility Carried
U.S. 59 Feature Intersected
CREEK Division
02 County
079 Location
1.18 W JCT US-259 Sufficiency
83.5 Kind Hwy
2 Level Service
1 Route No.
00059 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1933 ADT Total
1700 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
32.001 Span Type Main
M Material
1 - Concrete Design
19 Length
33.999 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
52.2 HS Inv. Rating Method
1 HS Inv. Method
31.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2720 Future ADT Year
2042 Bypass Detour
71.9 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
03935 ODOT County
40 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(3) 10ft. X (3ft. TO 8ft.) X 40ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4002 0960 X H Index
98.9804 Latitude
34:44:09.49 Longitude
-94:36:44.6 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 59 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
012 NBI Text
03935 Vault Link
http://plansrv1/bridgemaintvault/b03935 GIS FO/SD
Meets Standards H Inv. Method
19.9 Latitude DD
34.73596944 Longitude DD
-94.61238889 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
4319 x
-10532202.95397 y
4128058.08299237 |
|||||||||||||||||||||||||||||||||||||
| 03934 | 5734 0857 X | 3934 | — | S.H. 99 | CREEK | 5734 0857 X | 2-10ft. X 8ft. X 48ft. R.C. BOX SK. 45 DEG. | 1933 | 36.85140833 | -96.24023611 | 32.152 | 0 | — | 2 | 45 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 84.5 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Fair (5) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 500 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4318 BRKEY
3934 NBI No.
3934 On Under
1 Structure No.
5734 0857 X Control No.
034 Lane Ind.
Milepoint
08570 Facility Carried
S.H. 99 Feature Intersected
CREEK Division
08 County
113 Location
8.2 MI. N. JCT. US60 Sufficiency
84.5 Kind Hwy
3 Level Service
1 Route No.
00099 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
23.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1933 ADT Total
500 ADT Year
2022 Design Load
H 20 Skew
45 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
4 Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
32.152 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
5 Structure Rating
5 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
103.6 HS Inv. Rating Method
1 HS Inv. Method
62.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
800 Future ADT Year
2042 Bypass Detour
34.175415 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
N Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
03934 ODOT County
57 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft. X 8ft. X 48ft. R.C. BOX SK. 45 DEG. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5734 0857 X H Index
67 Latitude
36:51:05.07 Longitude
-96:14:24.85 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 99 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03934 Vault Link
http://plansrv1/bridgemaintvault/b03934 GIS FO/SD
Meets Standards H Inv. Method
39.9 Latitude DD
36.85140833 Longitude DD
-96.24023611 ODOT County Number
57 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4318 x
-10713414.0775896 y
4418415.21348669 |
|||||||||||||||||||||||||||||||||||||
| 03933 | 5814R0771 X | 3933 | — | U.S. 69 | CREEK | 5814 0771 X | 3-10ft. X 5ft. X 54ft. R.C.BOX | 1933 | 36.94353056 | -94.85516389 | 34.121 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 90.7 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 8400 | 2011 | 4 | Unmatched |
|
Raw data
OBJECTID
4317 BRKEY
3933 NBI No.
3933 On Under
1 Structure No.
5814R0771 X Control No.
014 Lane Ind.
Milepoint
07710 Facility Carried
U.S. 69 Feature Intersected
CREEK Division
08 County
115 Location
7.7 MI N US 59 Sufficiency
90.7 Kind Hwy
2 Level Service
1 Route No.
00069 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
43.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1933 ADT Total
8400 ADT Year
2011 Design Load
H 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
03 Appr. Roadway Width
43.999 Span Type Main
M Material
1 - Concrete Design
19 Length
34.121 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
0 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.053 HS Inv. Rating Method
2 HS Inv. Method
36.046 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
13440 Future ADT Year
2031 Bypass Detour
9.941939 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
-1 Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
03933 ODOT County
58 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft. X 5ft. X 54ft. R.C.BOX Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5814 0771 X H Index
85.4691 Latitude
36:56:36.71 Longitude
-94:51:18.59 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 69 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03933 Vault Link
http://plansrv1/bridgemaintvault/b03933 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
36.94353056 Longitude DD
-94.85516389 ODOT County Number
58 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
4317 x
-10559228.5433473 y
4431238.59571471 |
|||||||||||||||||||||||||||||||||||||
| 03932 | 1806 0765 X | 3932 | — | U.S. 60 | CREEK | 1806 0765 X | 3-10ft. X 4ft. X 37ft. R.C. BOX | 1933 | 36.62686667 | -95.11342222 | 33.136 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 80.6 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 7400 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4316 BRKEY
3932 NBI No.
3932 On Under
1 Structure No.
1806 0765 X Control No.
006 Lane Ind.
Milepoint
07650 Facility Carried
U.S. 60 Feature Intersected
CREEK Division
08 County
035 Location
3 MI E JCT SH 2 Sufficiency
80.6 Kind Hwy
2 Level Service
1 Route No.
00060 Service Type On
1 Service Type Off
5 Vertical Clearance
_ 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
1933 ADT Total
7400 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
32.001 Span Type Main
M Material
1 - Concrete Design
19 Length
33.136 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
54.9 HS Inv. Rating Method
1 HS Inv. Method
33 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
11840 Future ADT Year
2042 Bypass Detour
42.874612 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
03932 ODOT County
18 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft. X 4ft. X 37ft. R.C. BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1806 0765 X H Index
95.8568 Latitude
36:37:36.72 Longitude
-95:06:48.32 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 60 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03932 Vault Link
http://plansrv1/bridgemaintvault/b03932 GIS FO/SD
Meets Standards H Inv. Method
20.5 Latitude DD
36.62686667 Longitude DD
-95.11342222 ODOT County Number
18 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4316 x
-10587977.729136 y
4387223.64979366 |
|||||||||||||||||||||||||||||||||||||
| 03931 | 3010 0734 X | 3931 | — | U.S. 183 | CREEK | 3010 0734 X | 2-10ft.X 8ft.X 54ft. R.C. BOX | 1933 | 36.95514722 | -99.62878056 | 20.997 | 53.999 | — | 2 | 0 | 2 | 52.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 99.8 | 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) | C | 640 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4315 BRKEY
3931 NBI No.
3931 On Under
1 Structure No.
3010 0734 X Control No.
010 Lane Ind.
Milepoint
07340 Facility Carried
U.S. 183 Feature Intersected
CREEK Division
06 County
059 Location
7.4 MI N JCT US 64 Sufficiency
99.8 Kind Hwy
2 Level Service
1 Route No.
00183 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
52.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1933 ADT Total
640 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
52.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
6 Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
20.997 Deck Width
53.999 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
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
59.7 HS Inv. Rating Method
1 HS Inv. Method
35.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1024 Future ADT Year
2042 Bypass Detour
4.97097 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
03931 ODOT County
30 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 8ft.X 54ft. R.C. BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3010 0734 X H Index
95.7222 Latitude
36:57:18.53 Longitude
-99:37:43.61 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 183 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03931 Vault Link
http://plansrv1/bridgemaintvault/b03931 GIS FO/SD
Meets Standards H Inv. Method
25.9 Latitude DD
36.95514722 Longitude DD
-99.62878056 ODOT County Number
30 Maint. Dist.
6 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
4315 x
-11090625.120294 y
4432856.73079223 |
|||||||||||||||||||||||||||||||||||||
| 03744 | 3818R0810 X | 3744 | — | S.H. 44 | TEPEE CREEK | 3818 0810 X | 3-30ft. I-BEAM SPANS W/ TIMBER PILES | 1932 | 34.95906944 | -99.25138611 | 89.895 | 23.501 | — | 3 | 0 | 2 | 22.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Posted for load (P) | 6 | Critical (2) | Fair (5) | Fair (5) | Serious (3) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1300 | 2004 | 4 | Unmatched |
|
Raw data
OBJECTID
4308 BRKEY
3744 NBI No.
3744 On Under
1 Structure No.
3818R0810 X Control No.
018 Lane Ind.
Milepoint
08100 Facility Carried
S.H. 44 Feature Intersected
TEPEE CREEK Division
05 County
075 Location
2.1 MI. S. SH-9 Sufficiency
6 Kind Hwy
3 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
22.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1932 ADT Total
1300 ADT Year
2004 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
22.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
30 Span Type Main
M Material
3 - Steel Design
02 Length
89.895 Deck Width
23.501 Bridge Open Closed
P TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
5 Sub Rating
3 Chan. Rating
7 Culv. Rating
N Structure Rating
2 Deck Geometry
3 Underclearance
N Bridge Posting
1 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
14.991 HS Inv. Rating Method
1 HS Inv. Method
8.818 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2080 Future ADT Year
2024 Bypass Detour
18.019764 School Bus Rte.
2 Posted Weight
15NANA Posted Speed Limit
65 Narrow or 1 Lane
M Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
03744 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.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-30ft. I-BEAM SPANS W/ TIMBER PILES Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
3818 0810 X H Index
43.2686 Latitude
34:57:32.65 Longitude
-99:15:04.99 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
S.H. 44 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03744 Vault Link
http://plansrv1/bridgemaintvault/b03744 GIS FO/SD
SD H Inv. Method
14.991 Latitude DD
34.95906944 Longitude DD
-99.25138611 ODOT County Number
38 Maint. Dist.
5 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4308 x
-11048613.7622918 y
4158320.23467425 |
|||||||||||||||||||||||||||||||||||||
| 03743 | 0522 0783 X | 3743 | — | S.H. 34 | FLAT CREEK | 0522 0783 X | 3-30ft. WEATHERING STEEL I-BEAM SPANS | 1932 | 35.22930833 | -99.50559444 | 90.879 | 32.001 | — | 3 | 0 | 2 | 30 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94.9 | 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 | 07 - Major Collector (Rural) | B | 1000 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4307 BRKEY
3743 NBI No.
3743 On Under
1 Structure No.
0522 0783 X Control No.
022 Lane Ind.
Milepoint
07830 Facility Carried
S.H. 34 Feature Intersected
FLAT CREEK Division
05 County
009 Location
4.3 MI S JCT S.H. 152 Sufficiency
94.9 Kind Hwy
3 Level Service
1 Route No.
00034 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
30 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1932 ADT Total
1000 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
26.001 Span Type Main
M Material
3 - Steel Design
02 Length
90.879 Deck Width
32.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
8 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
7 HS Operating Rating Method
3 HS Operating Rating
83 HS Inv. Rating Method
3 HS Inv. Method
64 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1600 Future ADT Year
2042 Bypass Detour
16.777022 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
03743 ODOT County
05 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-30ft. WEATHERING STEEL I-BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0522 0783 X H Index
100 Latitude
35:13:45.51 Longitude
-99:30:20.14 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 34 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03743 Vault Link
http://plansrv1/bridgemaintvault/b03743 GIS FO/SD
Meets Standards H Inv. Method
63 Latitude DD
35.22930833 Longitude DD
-99.50559444 ODOT County Number
5 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
4307 x
-11076912.1041428 y
4195087.05908668 |
|||||||||||||||||||||||||||||||||||||
| 03742 | 6508R0675 X | 3742 | — | S.H. 33 | LITTLE TURKEY CREEK | 6508 0675 X | 3-30ft. I-BEAM SPANS W/ TIMBER PILES | 1932 | 35.81283333 | -99.88001944 | 89.895 | 24.003 | — | 3 | 0 | 2 | 22.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 35.5 | Poor (4) | Poor (4) | Poor (4) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1500 | 2014 | 4 | Unmatched |
|
Raw data
OBJECTID
4306 BRKEY
3742 NBI No.
3742 On Under
1 Structure No.
6508R0675 X Control No.
008 Lane Ind.
Milepoint
06750 Facility Carried
S.H. 33 Feature Intersected
LITTLE TURKEY CREEK Division
05 County
129 Location
2.6 MI E S.H. 30 Sufficiency
35.5 Kind Hwy
3 Level Service
1 Route No.
00033 Service Type On
1 Service Type Off
5 Vertical Clearance
_ 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
1932 ADT Total
1500 ADT Year
2014 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
22.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
29.003 Span Type Main
M Material
3 - Steel Design
02 Length
89.895 Deck Width
24.003 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
4 Super Rating
4 Sub Rating
4 Chan. Rating
7 Culv. Rating
N Structure Rating
4 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
0 HS Inv. Rating Method
1 HS Inv. Method
0 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2400 Future ADT Year
2034 Bypass Detour
39.999898 School Bus Rte.
2 Posted Weight
CLOSED Posted Speed Limit
65 Narrow or 1 Lane
Y Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
03742 ODOT County
65 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
3-30ft. I-BEAM SPANS W/ TIMBER PILES Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6508 0675 X H Index
32.0363 Latitude
35:48:46.2 Longitude
-99:52:48.07 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 33 Scour
5 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03742 Vault Link
http://plansrv1/bridgemaintvault/b03742 GIS FO/SD
SD H Inv. Method
0 Latitude DD
35.81283333 Longitude DD
-99.88001944 ODOT County Number
65 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
4306 x
-11118592.9044831 y
4274897.99475936 |
|||||||||||||||||||||||||||||||||||||
| 03741 | 5414R0625 X | 3741 | — | S.H. 56 | GREENLEAF CREEK | 5414R0625 X | 3-30ft. I-BM. SPANS | 1932 | 35.43 | -96.34 | 89.895 | 23.799 | — | 3 | 0 | 2 | 22.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 34 | Poor (4) | Imminent failure (1) | Poor (4) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1000 | 1999 | 4 | Unmatched |
|
Raw data
OBJECTID
4305 BRKEY
3741 NBI No.
3741 On Under
1 Structure No.
5414R0625 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
34 Kind Hwy
3 Level Service
1 Route No.
00056 Service Type On
1 Service Type Off
5 Vertical Clearance
_ 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
1932 ADT Total
1000 ADT Year
1999 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
22.001 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
27.999 Span Type Main
M Material
3 - Steel Design
02 Length
89.895 Deck Width
23.799 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
1 Super Rating
4 Sub Rating
4 Chan. Rating
5 Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
N Bridge Posting
4 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
21.826 HS Inv. Rating Method
2 HS Inv. Method
21.826 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
950 Future ADT Year
2017 Bypass Detour
8.077825 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
03741 ODOT County
54 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
3-30ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5414R0625 X H Index
100 Latitude
35:25:48 Longitude
-96:20:24 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 56 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03741 Vault Link
http://plansrv1/bridgemaintvault/b03741 GIS FO/SD
SD H Inv. Method
19.842 Latitude DD
35.43 Longitude DD
-96.34 ODOT County Number
54 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
4305 x
-10724519.743024 y
4222471.05734109 |
|||||||||||||||||||||||||||||||||||||
| 03740 | 0118 0450 X | 3740 | — | S.H. 100 | RUSSELL BRANCH CREEK | 0118 0450 X | 3-30' I-BM. SPANS W/ 22ft. CLR.RDY. | 1932 | 35.797178 | -94.552083 | 90.879 | 42.2 | — | 3 | 0 | 2 | 40 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95.8 | Satisfactory (6) | 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 | 700 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4304 BRKEY
3740 NBI No.
3740 On Under
1 Structure No.
0118 0450 X Control No.
018 Lane Ind.
Milepoint
04500 Facility Carried
S.H. 100 Feature Intersected
RUSSELL BRANCH CREEK Division
01 County
001 Location
4.6 MI.E.JCT.US59 Sufficiency
95.8 Kind Hwy
3 Level Service
1 Route No.
00100 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1932 ADT Total
700 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
3 - Steel Design
02 Length
90.879 Deck Width
42.2 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
6 Deck Geometry
8 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
50.8 HS Inv. Rating Method
1 HS Inv. Method
30.4 H Operating Rating
1 H Inv. Rating Method
3 Future ADT
1120 Future ADT Year
2042 Bypass Detour
14.291537 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
Y Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
03740 ODOT County
01 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
3-30' I-BM. SPANS W/ 22ft. CLR.RDY. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0118 0450 X H Index
82.5646 Latitude
35:47:49.84 Longitude
-94:33:07.5 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 100 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
03740 NBI Text
03740 Vault Link
http://plansrv1/bridgemaintvault/b03740 GIS FO/SD
Meets Standards H Inv. Method
19 Latitude DD
35.797178 Longitude DD
-94.552083 ODOT County Number
1 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
4304 x
-10525489.7330033 y
4272749.14634859 |
|||||||||||||||||||||||||||||||||||||
| 03739 | 0212R0330 X | 3739 | — | S.H. 8 | DRIFTWOOD CREEK O'FLOW | 0212 0330 X | 3-30ft. I-BM. SPANS | 1932 | 36.84509722 | -98.359875 | 89.895 | 23.501 | — | 3 | 0 | 2 | 22.7 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Closed (K) | 35.9 | Poor (4) | Poor (4) | Poor (4) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1100 | 2010 | 4 | Unmatched |
|
Raw data
OBJECTID
4303 BRKEY
3739 NBI No.
3739 On Under
1 Structure No.
0212R0330 X Control No.
012 Lane Ind.
Milepoint
03300 Facility Carried
S.H. 8 Feature Intersected
DRIFTWOOD CREEK O'FLOW Division
06 County
003 Location
3.3 MI.N.JCT.US64 Sufficiency
35.9 Kind Hwy
3 Level Service
1 Route No.
00008 Service Type On
1 Service Type Off
9 Vertical Clearance
N Horizontal Clearance
22.7 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
1932 ADT Total
1100 ADT Year
2010 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
22.7 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
23.005 Span Type Main
M Material
3 - Steel Design
02 Length
89.895 Deck Width
23.501 Bridge Open Closed
K TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
4 Super Rating
4 Sub Rating
4 Chan. Rating
7 Culv. Rating
N Structure Rating
4 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
5 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
48.612 HS Inv. Rating Method
1 HS Inv. Method
29.101 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1760 Future ADT Year
2030 Bypass Detour
39.767756 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
nr Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
03739 ODOT County
02 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-30ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
0212 0330 X H Index
50.2512 Latitude
36:50:42.35 Longitude
-98:21:35.55 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 8 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03739 Vault Link
http://plansrv1/bridgemaintvault/b03739 GIS FO/SD
SD H Inv. Method
18.188 Latitude DD
36.84509722 Longitude DD
-98.359875 ODOT County Number
2 Maint. Dist.
6 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
4303 x
-10949371.19949 y
4417537.27523054 |
|||||||||||||||||||||||||||||||||||||
| 04031 | 0830R0761 X | 4031 | — | S.H. 19 | E. BRANCH LITTLE WASHITA | 0830 0761 X | 30ft.-50ft.-30ft. I-BM. SP | 1933 | 34.89833333 | -98.22166667 | 110.892 | 23.501 | — | 3 | 0 | 2 | 22.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 25.2 | Serious (3) | Fair (5) | Poor (4) | Serious (3) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 940 | 2007 | 4 | Unmatched |
|
Raw data
OBJECTID
4301 BRKEY
4031 NBI No.
4031 On Under
1 Structure No.
0830R0761 X Control No.
030 Lane Ind.
Milepoint
07610 Facility Carried
S.H. 19 Feature Intersected
E. BRANCH LITTLE WASHITA Division
07 County
015 Location
1.2 MI W JCT SH 8 Sufficiency
25.2 Kind Hwy
3 Level Service
1 Route No.
00019 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
1933 ADT Total
940 ADT Year
2007 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
22.001 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
32.001 Span Type Main
M Material
3 - Steel Design
02 Length
110.892 Deck Width
23.501 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
4 Sub Rating
3 Chan. Rating
4 Culv. Rating
N Structure Rating
3 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
50.927 HS Inv. Rating Method
1 HS Inv. Method
30.534 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1504 Future ADT Year
2027 Bypass Detour
31.689931 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
Y Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
04031 ODOT County
08 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
30ft.-50ft.-30ft. I-BM. SP Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
0830 0761 X H Index
49.7256 Latitude
34:53:54 Longitude
-98:13:18 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
_ Scour
3 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
80 NBI Text
04031 Vault Link
http://plansrv1/bridgemaintvault/b04031 GIS FO/SD
SD H Inv. Method
19.731 Latitude DD
34.89833333 Longitude DD
-98.22166667 ODOT County Number
8 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
4301 x
-10933985.918571 y
4150073.61834648 |
|||||||||||||||||||||||||||||||||||||
| 04030 | 5734R0654 X | 4030 | — | S.H. 99 | ROCK CREEK | 5734 0654 X | 30ft.-50ft.-30ft. I-BM. SPANS | 1933 | 36.82636111 | -96.25304167 | 110.892 | 27.001 | — | 3 | 0 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 31 | Serious (3) | Serious (3) | Serious (3) | Serious (3) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 500 | 2012 | 4 | Unmatched |
|
Raw data
OBJECTID
4300 BRKEY
4030 NBI No.
4030 On Under
1 Structure No.
5734R0654 X Control No.
034 Lane Ind.
Milepoint
06540 Facility Carried
S.H. 99 Feature Intersected
ROCK CREEK Division
08 County
113 Location
6.1 MI. N. JCT. US60 Sufficiency
31 Kind Hwy
3 Level Service
1 Route No.
00099 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
23.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1933 ADT Total
500 ADT Year
2012 Design Load
H 15 Skew
0 No. Main Spans
3 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
23.999 Span Type Main
M Material
3 - Steel Design
02 Length
110.892 Deck Width
27.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
4 Deck Rating
3 Super Rating
3 Sub Rating
3 Chan. Rating
7 Culv. Rating
N Structure Rating
3 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.935 HS Inv. Rating Method
1 HS Inv. Method
29.983 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
800 Future ADT Year
2032 Bypass Detour
34.175415 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
-1 Advanced Warning Sign
_ Existing Posting
N Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
04030 ODOT County
57 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
30ft.-50ft.-30ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5734 0654 X H Index
57.2971 Latitude
36:49:34.9 Longitude
-96:15:10.95 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 99 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
04030 Vault Link
http://plansrv1/bridgemaintvault/b04030 GIS FO/SD
SD H Inv. Method
18.85 Latitude DD
36.82636111 Longitude DD
-96.25304167 ODOT County Number
57 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4300 x
-10714839.5860081 y
4414931.32251142 |
|||||||||||||||||||||||||||||||||||||
| 04029 | 4206R0409 X | 4029 | — | S.H. 33 | PAWNEE CREEK | 4206 0409 X | 30ft.-50ft.-30ft. I-BM. SPANS | 1933 | 35.87123611 | -97.61348056 | 110.892 | 26.001 | — | 3 | 0 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Posted for load (P) | 4.3 | Serious (3) | Serious (3) | Serious (3) | Serious (3) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1900 | 2004 | 4 | Unmatched |
|
Raw data
OBJECTID
4299 BRKEY
4029 NBI No.
4029 On Under
1 Structure No.
4206R0409 X Control No.
006 Lane Ind.
Milepoint
04090 Facility Carried
S.H. 33 Feature Intersected
PAWNEE CREEK Division
04 County
083 Location
4.1 E KINGFISHER C/L Sufficiency
4.3 Kind Hwy
3 Level Service
1 Route No.
00033 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
06 - Minor Arterial (Rural) Year Built
1933 ADT Total
1900 ADT Year
2004 Design Load
H 15 Skew
0 No. Main Spans
3 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
25.997 Span Type Main
M Material
3 - Steel Design
02 Length
110.892 Deck Width
26.001 Bridge Open Closed
P TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
3 Super Rating
3 Sub Rating
3 Chan. Rating
4 Culv. Rating
N Structure Rating
3 Deck Geometry
4 Underclearance
N Bridge Posting
4 Waterway Adequacy
5 Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
33.951 HS Inv. Rating Method
1 HS Inv. Method
22.377 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3040 Future ADT Year
2024 Bypass Detour
42.874612 School Bus Rte.
3 Posted Weight
213445 Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
04029 ODOT County
42 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
30ft.-50ft.-30ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4206 0409 X H Index
40.4957 Latitude
35:52:16.45 Longitude
-97:36:48.53 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
S.H. 33 Scour
3 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
04029 Vault Link
http://plansrv1/bridgemaintvault/b04029 GIS FO/SD
SD H Inv. Method
-1 Latitude DD
35.87123611 Longitude DD
-97.61348056 ODOT County Number
42 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4299 x
-10866282.9504983 y
4282918.09346893 |
|||||||||||||||||||||||||||||||||||||
| 04028 | 6404R3820 X | 4028 | — | U.S. 271 | CREEK | 6404R3820 X | 3-36ft. I-BM. SPANS | 1933 | 34.59833333 | -95.34333333 | 108.924 | 25 | — | 3 | 0 | 2 | 22.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 51.8 | Fair (5) | Poor (4) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 2000 | 1999 | 4 | Unmatched |
|
Raw data
OBJECTID
4298 BRKEY
4028 NBI No.
4028 On Under
1 Structure No.
6404R3820 X Control No.
004 Lane Ind.
Milepoint
38200 Facility Carried
U.S. 271 Feature Intersected
CREEK Division
02 County
127 Location
0.7 MI NE CLAYTON Sufficiency
51.8 Kind Hwy
2 Level Service
1 Route No.
00271 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
22.001 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
1933 ADT Total
2000 ADT Year
1999 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
22.001 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
33.999 Span Type Main
M Material
3 - Steel Design
02 Length
108.924 Deck Width
25 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
9 Deck Rating
4 Super Rating
5 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
24.802 HS Inv. Rating Method
2 HS Inv. Method
24.802 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
1900 Future ADT Year
2017 Bypass Detour
9.941939 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
04028 ODOT County
64 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
3-36ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6404R3820 X H Index
100 Latitude
34:35:54 Longitude
-95:20:36 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
U.S. 271 Scour
6 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
04028 Vault Link
http://plansrv1/bridgemaintvault/b04028 GIS FO/SD
SD H Inv. Method
19.842 Latitude DD
34.59833333 Longitude DD
-95.34333333 ODOT County Number
64 Maint. Dist.
2 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4298 x
-10613571.3168289 y
4109429.33834319 |
|||||||||||||||||||||||||||||||||||||
| 04027 | 7114R1675 X | 4027 | — | S.H. 5 | JACK CREEK | 7114R1675 X | 26ft.-50ft.-26ft. I-BM. SPANS | 1933 | 34.39107778 | -98.72293889 | 103.018 | 26.001 | — | 3 | 0 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 9.3 | Poor (4) | Fair (5) | Very good (8) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1260 | 1999 | 4 | Unmatched |
|
Raw data
OBJECTID
4297 BRKEY
4027 NBI No.
4027 On Under
1 Structure No.
7114R1675 X Control No.
014 Lane Ind.
Milepoint
16750 Facility Carried
S.H. 5 Feature Intersected
JACK CREEK Division
05 County
141 Location
5.1 MI W COTTON C/L Sufficiency
9.3 Kind Hwy
3 Level Service
1 Route No.
00005 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
23.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1933 ADT Total
1260 ADT Year
1999 Design Load
H 15 Skew
0 No. Main Spans
3 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
32.001 Span Type Main
M Material
3 - Steel Design
02 Length
103.018 Deck Width
26.001 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
8 Sub Rating
4 Chan. Rating
6 Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
N Bridge Posting
1 Waterway Adequacy
6 Approach Alignment
0 HS Operating Rating Method
2 HS Operating Rating
14.881 HS Inv. Rating Method
2 HS Inv. Method
14.881 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
1000 Future ADT Year
2017 Bypass Detour
29.825817 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
04027 ODOT County
71 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
26ft.-50ft.-26ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
7114R1675 X H Index
100 Latitude
34:23:27.88 Longitude
-98:43:22.58 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 5 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
UC2-3-98 NBI Text
04027 Vault Link
http://plansrv1/bridgemaintvault/b04027 GIS FO/SD
SD H Inv. Method
14.881 Latitude DD
34.39107778 Longitude DD
-98.72293889 ODOT County Number
71 Maint. Dist.
5 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4297 x
-10989787.2868503 y
4081435.88052905 |
|||||||||||||||||||||||||||||||||||||
| 03930 | 5734 0697 X | 3930 | — | S.H. 99 | CREEK | 5734 0697 X | 3-10ft. X 8ft. X 49ft. R.C. BOX | 1933 | 36.83244722 | -96.25301389 | 34.121 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 82.1 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Fair (5) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 500 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4296 BRKEY
3930 NBI No.
3930 On Under
1 Structure No.
5734 0697 X Control No.
034 Lane Ind.
Milepoint
06970 Facility Carried
S.H. 99 Feature Intersected
CREEK Division
08 County
113 Location
6.5 MI. N. JCT. US60 Sufficiency
82.1 Kind Hwy
3 Level Service
1 Route No.
00099 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
23.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1933 ADT Total
500 ADT Year
2022 Design Load
H 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
5 Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
34.121 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
5 Structure Rating
5 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
52.7 HS Inv. Rating Method
1 HS Inv. Method
31.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
800 Future ADT Year
2042 Bypass Detour
34.175415 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
N Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
03930 ODOT County
57 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft. X 8ft. X 49ft. R.C. BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5734 0697 X H Index
60.2449 Latitude
36:49:56.81 Longitude
-96:15:10.85 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 99 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03930 Vault Link
http://plansrv1/bridgemaintvault/b03930 GIS FO/SD
Meets Standards H Inv. Method
26.5 Latitude DD
36.83244722 Longitude DD
-96.25301389 ODOT County Number
57 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4296 x
-10714836.4935527 y
4415777.75239904 |
|||||||||||||||||||||||||||||||||||||
| 03929 | 5836 0656 X | 3929 | — | U.S. 69 ALT. | CREEK | 5836 0656 X | 3-10ft. X 8ft. X 39ft. R.C. BOX SK. 60 DEG. WITH HANDRAILS | 1933 | 36.98864444 | -94.74255278 | 39.042 | 0 | — | 3 | 30 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 93 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 5400 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4295 BRKEY
3929 NBI No.
3929 On Under
1 Structure No.
5836 0656 X Control No.
036 Lane Ind.
Milepoint
06560 Facility Carried
U.S. 69 ALT. Feature Intersected
CREEK Division
08 County
115 Location
6.5 MI E US 69 Sufficiency
93 Kind Hwy
2 Level Service
2 Route No.
0069A Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
38.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1933 ADT Total
5400 ADT Year
2022 Design Load
H 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
FG Appr. Roadway Width
43.999 Span Type Main
M Material
1 - Concrete Design
19 Length
39.042 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
7 HS Operating Rating Method
2 HS Operating Rating
49.1 HS Inv. Rating Method
2 HS Inv. Method
36 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
8640 Future ADT Year
2042 Bypass Detour
9.941939 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
03929 ODOT County
58 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft. X 8ft. X 39ft. R.C. BOX SK. 60 DEG. WITH HANDRAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5836 0656 X H Index
64.5539 Latitude
36:59:19.12 Longitude
-94:44:33.19 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 69 ALT. Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
NO VALUE GIVEN Historical Significance
4 Local Bridge ID
-1 NBI Text
03929 Vault Link
http://plansrv1/bridgemaintvault/b03929 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
36.98864444 Longitude DD
-94.74255278 ODOT County Number
58 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4295 x
-10546692.7319244 y
4437524.08680289 |
|||||||||||||||||||||||||||||||||||||
| 03928 | 3706 0622 X | 3928 | — | S.H. 3 & S.H. 33 | CREEK | 3706 0622 X | 3 -10ft. X 5ft. X 37ft. R.C. BOX | 1933 | 35.85567778 | -98.0995 | 31.834 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 89.2 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 2500 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4294 BRKEY
3928 NBI No.
3928 On Under
1 Structure No.
3706 0622 X Control No.
006 Lane Ind.
Milepoint
06220 Facility Carried
S.H. 3 & S.H. 33 Feature Intersected
CREEK Division
04 County
073 Location
6.3 MI E BLAINE C/L Sufficiency
89.2 Kind Hwy
3 Level Service
1 Route No.
00003 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
37.001 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
1933 ADT Total
2500 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
28.1 Span Type Main
M Material
1 - Concrete Design
19 Length
31.834 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
57.3 HS Inv. Rating Method
1 HS Inv. Method
34.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4000 Future ADT Year
2042 Bypass Detour
38.239904 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
03928 ODOT County
37 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3 -10ft. X 5ft. X 37ft. R.C. BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3706 0622 X H Index
96.9013 Latitude
35:51:20.44 Longitude
-98:05:58.2 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 3 & 33 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
NBI Text
03928 Vault Link
http://plansrv1/bridgemaintvault/b03928 GIS FO/SD
Meets Standards H Inv. Method
19.2 Latitude DD
35.85567778 Longitude DD
-98.0995 ODOT County Number
37 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
4294 x
-10920386.3870747 y
4280780.985448 |
|||||||||||||||||||||||||||||||||||||
| 03927 | 4130 0555 X | 3927 | — | S.H. 99 | CREEK | 4130 0555 X | 3-10ft.X8ft.X49ft. RC BOX | 1933 | 35.82995278 | -96.66305556 | 34.121 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 88.2 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1900 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4293 BRKEY
3927 NBI No.
3927 On Under
1 Structure No.
4130 0555 X Control No.
030 Lane Ind.
Milepoint
05550 Facility Carried
S.H. 99 Feature Intersected
CREEK Division
03 County
081 Location
5.7 MI N JCT SH 66 Sufficiency
88.2 Kind Hwy
3 Level Service
1 Route No.
00099 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
06 - Minor Arterial (Rural) Year Built
1933 ADT Total
1900 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
4 Appr. Roadway Width
23.999 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
5 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
47.1 HS Inv. Rating Method
1 HS Inv. Method
28.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3040 Future ADT Year
2042 Bypass Detour
39.146385 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
03927 ODOT County
41 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X8ft.X49ft. RC BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4130 0555 X H Index
95.05 Latitude
35:49:47.83 Longitude
-96:39:47 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 99 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03927 Vault Link
http://plansrv1/bridgemaintvault/b03927 GIS FO/SD
Meets Standards H Inv. Method
24.1 Latitude DD
35.82995278 Longitude DD
-96.66305556 ODOT County Number
41 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4293 x
-10760482.1234611 y
4277248.29308424 |
|||||||||||||||||||||||||||||||||||||
| 03926 | 3010 0542 X | 3926 | — | U.S. 183 | WILLOW CREEK | 3010 0542 X | 3-10ft.X 10ft.X 47.2ft. R. | 1933 | 36.92770833 | -99.62466667 | 32.152 | 47.201 | — | 3 | 0 | 2 | 45.2 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 93 | 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) | C | 640 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4292 BRKEY
3926 NBI No.
3926 On Under
1 Structure No.
3010 0542 X Control No.
010 Lane Ind.
Milepoint
05420 Facility Carried
U.S. 183 Feature Intersected
WILLOW CREEK Division
06 County
059 Location
5.5 MI N JCT US 64 Sufficiency
93 Kind Hwy
2 Level Service
1 Route No.
00183 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
45.2 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
1933 ADT Total
640 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
45.2 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
4 Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
32.152 Deck Width
47.201 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
50.3 HS Inv. Rating Method
1 HS Inv. Method
30.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1024 Future ADT Year
2042 Bypass Detour
4.97097 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
03926 ODOT County
30 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X 10ft.X 47.2ft. R. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3010 0542 X H Index
96.25 Latitude
36:55:39.75 Longitude
-99:37:28.8 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 183 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03926 Vault Link
http://plansrv1/bridgemaintvault/b03926 GIS FO/SD
Meets Standards H Inv. Method
25.8 Latitude DD
36.92770833 Longitude DD
-99.62466667 ODOT County Number
30 Maint. Dist.
6 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
4292 x
-11090167.164154 y
4429035.04531069 |
|||||||||||||||||||||||||||||||||||||
| 03925 | 3004 0559 X | 3925 | — | U.S. 64 | COON CREEK | 3004 0559 X | 3-10X10X63ft. RCB SK60RF | 1933 | 36.8558 | -99.55548333 | 37.073 | 0 | — | 3 | 30 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 91.9 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 820 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4291 BRKEY
3925 NBI No.
3925 On Under
1 Structure No.
3004 0559 X Control No.
004 Lane Ind.
Milepoint
05590 Facility Carried
U.S. 64 Feature Intersected
COON CREEK Division
06 County
059 Location
5.6NE OF JCT US64W/US183 Sufficiency
91.9 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
29.501 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
1933 ADT Total
820 ADT Year
2022 Design Load
H 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
7 Appr. Roadway Width
27.999 Span Type Main
M Material
1 - Concrete Design
19 Length
37.073 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
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60.5 HS Inv. Rating Method
1 HS Inv. Method
36.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1312 Future ADT Year
2042 Bypass Detour
65.865346 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
03925 ODOT County
30 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
3-10X10X63ft. RCB SK60RF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3004 0559 X H Index
97.5722 Latitude
36:51:20.88 Longitude
-99:33:19.74 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 64 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03925 Vault Link
http://plansrv1/bridgemaintvault/b03925 GIS FO/SD
Meets Standards H Inv. Method
31.3 Latitude DD
36.8558 Longitude DD
-99.55548333 ODOT County Number
30 Maint. Dist.
6 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4291 x
-11082465.7099738 y
4419026.18128896 |
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| 03738 | 7612R0257 X | 3738 | — | U.S. 281 | COTTONWOOD CREEK | 7612R0257 X | 3-30ft. I-BM. SPANS | 1932 | 36.63008056 | -98.66615 | 90.879 | 23.999 | — | 3 | 0 | 2 | 22.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 30.8 | Poor (4) | Fair (5) | Poor (4) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 1280 | 1999 | 4 | Unmatched |
|
Raw data
OBJECTID
4284 BRKEY
3738 NBI No.
3738 On Under
1 Structure No.
7612R0257 X Control No.
012 Lane Ind.
Milepoint
02570 Facility Carried
U.S. 281 Feature Intersected
COTTONWOOD CREEK Division
06 County
151 Location
2.8 MI N JCT SH 45 Sufficiency
30.8 Kind Hwy
2 Level Service
1 Route No.
00281 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
22.001 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
1932 ADT Total
1280 ADT Year
1999 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
22.001 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
32.001 Span Type Main
M Material
3 - Steel Design
02 Length
90.879 Deck Width
23.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
7 Deck Rating
5 Super Rating
4 Sub Rating
6 Chan. Rating
7 Culv. Rating
N Structure Rating
4 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
24.802 HS Inv. Rating Method
2 HS Inv. Method
24.802 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
1500 Future ADT Year
2017 Bypass Detour
41.010498 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
03738 ODOT County
76 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
3-30ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
7612R0257 X H Index
82.2135 Latitude
36:37:48.29 Longitude
-98:39:58.14 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
U.S. 281 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03738 Vault Link
http://plansrv1/bridgemaintvault/b03738 GIS FO/SD
SD H Inv. Method
19.842 Latitude DD
36.63008056 Longitude DD
-98.66615 ODOT County Number
76 Maint. Dist.
6 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4284 x
-10983465.5765327 y
4387669.45565291 |
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| 03737 | 6512R0246 X | 3737 | — | S.H. 33 | WASHITA RIVER O'FLOW | 6512 0246 X | 3-30ft. I-BEAM SPANS W/ TIMBER PILES | 1932 | 35.67166667 | -99.63666667 | 89.895 | 23.999 | — | 3 | 0 | 2 | 22.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 47.8 | Poor (4) | Fair (5) | Fair (5) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 750 | 2007 | 4 | Unmatched |
|
Raw data
OBJECTID
4283 BRKEY
3737 NBI No.
3737 On Under
1 Structure No.
6512R0246 X Control No.
012 Lane Ind.
Milepoint
02460 Facility Carried
S.H. 33 Feature Intersected
WASHITA RIVER O'FLOW Division
05 County
129 Location
2.8 MI E JCT U.S. 283 Sufficiency
47.8 Kind Hwy
3 Level Service
1 Route No.
00033 Service Type On
1 Service Type Off
9 Vertical Clearance
_ 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
1932 ADT Total
750 ADT Year
2007 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
22.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
23.999 Span Type Main
M Material
3 - Steel Design
02 Length
89.895 Deck Width
23.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
7 Deck Rating
5 Super Rating
5 Sub Rating
4 Chan. Rating
N Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
50.376 HS Inv. Rating Method
1 HS Inv. Method
30.203 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1200 Future ADT Year
2027 Bypass Detour
39.999898 School Bus Rte.
2 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
M Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
03737 ODOT County
65 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
3-30ft. I-BEAM SPANS W/ TIMBER PILES Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6512 0246 X H Index
51.1623 Latitude
35:40:18 Longitude
-99:38:12 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
S.H. 33 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03737 Vault Link
http://plansrv1/bridgemaintvault/b03737 GIS FO/SD
SD H Inv. Method
18.85 Latitude DD
35.67166667 Longitude DD
-99.63666667 ODOT County Number
65 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
4283 x
-11091502.9980435 y
4255536.75447142 |