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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| 05407 | 2206 0090 X | 5407 | — | U.S. 60 | SEILING CREEK | 2206 0090 X | (12ft.-14ft.-12ft.)X12ft.X30ft. R.C.B. W/ CONC. TRAFFIC RAIL | 1937 | 36.14440278 | -98.93976944 | 41.995 | 32.001 | — | 3 | 0 | 2 | 30 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 80.1 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Fair (5) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 2400 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
5683 BRKEY
5407 NBI No.
5407 On Under
1 Structure No.
2206 0090 X Control No.
006 Lane Ind.
Milepoint
00900 Facility Carried
U.S. 60 Feature Intersected
SEILING CREEK Division
05 County
043 Location
0.9 MI E JCT U.S. 183 Sufficiency
80.1 Kind Hwy
2 Level Service
1 Route No.
00060 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
07 - Major Collector (Rural) Year Built
1937 ADT Total
2400 ADT Year
2022 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
N No. Lanes
2 Fill RCB
AG Appr. Roadway Width
30 Span Type Main
M Material
1 - Concrete Design
19 Length
41.995 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
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
5 Structure Rating
5 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
53.4 HS Inv. Rating Method
1 HS Inv. Method
32 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3840 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
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
05407 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
(12ft.-14ft.-12ft.)X12ft.X30ft. R.C.B. W/ CONC. TRAFFIC RAIL Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2206 0090 X H Index
80.3638 Latitude
36:08:39.85 Longitude
-98:56:23.17 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
05407 Vault Link
http://plansrv1/bridgemaintvault/b05407 GIS FO/SD
Meets Standards H Inv. Method
25.6 Latitude DD
36.14440278 Longitude DD
-98.93976944 ODOT County Number
22 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
5683 x
-11013924.7532647 y
4320509.20689315 |
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| 05508 | 5306R0560 X | 5508 | — | U.S. 169 | MO PAC. R.R. UNDER | 5306R0560 X | 50ft.,47ft.,3-36ft. I-BM. SPANS WITH 1-4ft. SIDEWALKS SK. 45 DEG. | 1937 | 36.67666667 | -95.64 | 208.005 | 30.499 | — | 5 | 45 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 38.5 | Fair (5) | Critical (2) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 2630 | 1999 | 4 | Unmatched |
|
Raw data
OBJECTID
5670 BRKEY
5508 NBI No.
5508 On Under
1 Structure No.
5306R0560 X Control No.
006 Lane Ind.
Milepoint
05600 Facility Carried
U.S. 169 Feature Intersected
MO PAC. R.R. UNDER Division
08 County
105 Location
5.6 MI N ROGERS CO Sufficiency
38.5 Kind Hwy
2 Level Service
1 Route No.
00169 Service Type On
1 Service Type Off
2 Vertical Clearance
_ 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
1937 ADT Total
2630 ADT Year
1999 Design Load
H 15 Skew
45 No. Main Spans
5 Road Width
23.999 Ref. Underclearance Rt.
R Underclearance Right
8.999 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
208.005 Deck Width
30.499 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
9 Deck Rating
2 Super Rating
6 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
N Approach Alignment
6 HS Operating Rating Method
2 HS Operating Rating
23.81 HS Inv. Rating Method
2 HS Inv. Method
23.81 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
3000 Future ADT Year
2017 Bypass Detour
54.059293 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
05508 ODOT County
53 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
6 Lft. Curb SW
0 Rt. Curb SW
3.999 Description
50ft.,47ft.,3-36ft. I-BM. SPANS WITH 1-4ft. SIDEWALKS SK. 45 DEG. Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5306R0560 X H Index
100 Latitude
36:40:36 Longitude
-95:38:24 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
U.S. 169 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
05508 Vault Link
http://plansrv1/bridgemaintvault/b05508 GIS FO/SD
SD H Inv. Method
14.881 Latitude DD
36.67666667 Longitude DD
-95.64 ODOT County Number
53 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
5670 x
-10646596.0994687 y
4394133.60848228 |
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| 05507 | 0836R0211 X | 5507 | — | S.H. 58 | CEDAR CREEK | 0836 0211 X | 100ft. PONY TRUSS & 2-50ft. I-BM. SPANS | 1937 | 35.13214167 | -98.600825 | 205.052 | 26.001 | — | 1 | 0 | 2 | 23.999 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 49.8 | Fair (5) | Poor (4) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1400 | 2016 | 4 | Unmatched |
|
Raw data
OBJECTID
5669 BRKEY
5507 NBI No.
5507 On Under
1 Structure No.
0836R0211 X Control No.
036 Lane Ind.
Milepoint
02110 Facility Carried
S.H. 58 Feature Intersected
CEDAR CREEK Division
07 County
015 Location
2.0 MI N JCT SH 9 Sufficiency
49.8 Kind Hwy
3 Level Service
1 Route No.
00058 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
07 - Major Collector (Rural) Year Built
1937 ADT Total
1400 ADT Year
2016 Design Load
H 15 Skew
0 No. Main Spans
1 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
-1 Appr. Roadway Width
25 Span Type Main
M Material
3 - Steel Design
10 Length
205.052 Deck Width
26.001 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
4 Super Rating
5 Sub Rating
5 Chan. Rating
7 Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
38.25 HS Inv. Rating Method
1 HS Inv. Method
22.928 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2240 Future ADT Year
2036 Bypass Detour
29.204446 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
-1 Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
05507 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
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
100ft. PONY TRUSS & 2-50ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
0836 0211 X H Index
65.6203 Latitude
35:07:55.71 Longitude
-98:36:02.97 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
S.H. 58 Scour
7 Design Structure
10 - Truss - Thru FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
88 NBI Text
05507 Vault Link
http://plansrv1/bridgemaintvault/b05507 GIS FO/SD
SD H Inv. Method
16.424 Latitude DD
35.13214167 Longitude DD
-98.600825 ODOT County Number
8 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
5669 x
-10976193.6307967 y
4181853.20051799 |
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| 05505 | 4614R0037 X | 5505 | — | S.H. 9 | UP R.R. UNDER | 4614 0037 X | 3-60ft. I-BM. SPANS SK. 45 DEG. CENTER SPAN I-BM. ARE ENCASED IN CONC. | 1937 | 35.26887222 | -95.584125 | 183.071 | 27.001 | — | 3 | 45 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Posted for load (P) | 2 | Serious (3) | Serious (3) | Serious (3) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 5100 | 2014 | 2 | Unmatched |
|
Raw data
OBJECTID
5667 BRKEY
5505 NBI No.
5505 On Under
1 Structure No.
4614R0037 X Control No.
014 Lane Ind.
Milepoint
00370 Facility Carried
S.H. 9 Feature Intersected
UP R.R. UNDER Division
01 County
091 Location
0.4 MI SE US69B Sufficiency
2 Kind Hwy
3 Level Service
1 Route No.
00009 Service Type On
1 Service Type Off
2 Vertical Clearance
N Horizontal Clearance
23.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1937 ADT Total
5100 ADT Year
2014 Design Load
H 20 Skew
45 No. Main Spans
3 Road Width
23.999 Ref. Underclearance Rt.
R Underclearance Right
11.601 Underclearance Left
23.1 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
183.071 Deck Width
27.001 Bridge Open Closed
P TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
3 Super Rating
3 Sub Rating
4 Chan. Rating
N Culv. Rating
N Structure Rating
3 Deck Geometry
2 Underclearance
5 Bridge Posting
3 Waterway Adequacy
N Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
20.05 HS Inv. Rating Method
1 HS Inv. Method
20 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8160 Future ADT Year
2034 Bypass Detour
8.077825 School Bus Rte.
3 Posted Weight
202020 Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
05505 ODOT County
46 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
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-60ft. I-BM. SPANS SK. 45 DEG. CENTER SPAN I-BM. ARE ENCASED IN CONC. Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4614 0037 X H Index
57.5158 Latitude
35:16:07.94 Longitude
-95:35:02.85 I257A
1 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 9 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
2 Local Bridge ID
0 NBI Text
05505 Vault Link
http://plansrv1/bridgemaintvault/b05505 GIS FO/SD
SD H Inv. Method
20 Latitude DD
35.26887222 Longitude DD
-95.584125 ODOT County Number
46 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
5667 x
-10640376.1229206 y
4200480.10186757 |
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| 05504 | 6118 1305 X | 5504 | — | S.H. 31 | BLUE CREEK | 6118 1305 X | 50ft. - 60ft. - 50ft. I-BEAM SK 45° | 1937 | 35.040286 | -95.572672 | 163 | 27 | — | 1 | 45 | 2 | 24 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 53.5 | Fair (5) | Fair (5) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
5666 BRKEY
5504 NBI No.
5504 On Under
1 Structure No.
6118 1305 X Control No.
018 Lane Ind.
Milepoint
13050 Facility Carried
S.H. 31 Feature Intersected
BLUE CREEK Division
02 County
121 Location
13.05 E JCT US 270 Sufficiency
53.5 Kind Hwy
3 Level Service
1 Route No.
00031 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
24 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
1937 ADT Total
1900 ADT Year
2022 Design Load
H 20 Skew
45 No. Main Spans
1 Road Width
24 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
26 Span Type Main
M Material
3 - Steel Design
02 Length
163 Deck Width
27 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
5 Sub Rating
5 Chan. Rating
7 Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
50.7 HS Inv. Rating Method
1 HS Inv. Method
30.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3040 Future ADT Year
2042 Bypass Detour
45.981468 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
05504 ODOT County
61 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
50ft. - 60ft. - 50ft. I-BEAM SK 45° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6118 1305 X H Index
84.6894 Latitude
35:02:25.03 Longitude
-95:34:21.62 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 31 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
077 NBI Text
05504 Vault Link
http://plansrv1/bridgemaintvault/b05504 GIS FO/SD
Meets Standards H Inv. Method
23.4 Latitude DD
35.040286 Longitude DD
-95.572672 ODOT County Number
61 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
5666 x
-10639101.1807925 y
4169357.19912687 |
|||||||||||||||||||||||||||||||||||||
| 05501 | 5224R0201 X | 5501 | — | U.S. 177 | BLACK BEAR CREEK O'FLOW | 5224 0201 X | 5-30.5ft. I-BM SPANS W/ CONCRETE PARAPETS | 1937 | 36.31923333 | -97.06783333 | 150.919 | 27.001 | — | 5 | 0 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 26.4 | Poor (4) | Serious (3) | Poor (4) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 3100 | 2008 | 5 | Unmatched |
|
Raw data
OBJECTID
5645 BRKEY
5501 NBI No.
5501 On Under
1 Structure No.
5224R0201 X Control No.
024 Lane Ind.
Milepoint
02010 Facility Carried
U.S. 177 Feature Intersected
BLACK BEAR CREEK O'FLOW Division
04 County
103 Location
2.1 MI N JCT US64 Sufficiency
26.4 Kind Hwy
2 Level Service
1 Route No.
00177 Service Type On
1 Service Type Off
9 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
06 - Minor Arterial (Rural) Year Built
1937 ADT Total
3100 ADT Year
2008 Design Load
H 20 Skew
0 No. Main Spans
5 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
23.999 Span Type Main
M Material
3 - Steel Design
02 Length
150.919 Deck Width
27.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
3 Super Rating
4 Sub Rating
5 Chan. Rating
7 Culv. Rating
N Structure Rating
4 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
44.533 HS Inv. Rating Method
1 HS Inv. Method
26.676 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4960 Future ADT Year
2028 Bypass Detour
36.039529 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
05501 ODOT County
52 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
5-30.5ft. I-BM SPANS W/ CONCRETE PARAPETS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5224 0201 X H Index
67.2601 Latitude
36:19:09.24 Longitude
-97:04:04.2 I257A
_ I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
U.S. 177 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
05501 Vault Link
http://plansrv1/bridgemaintvault/b05501 GIS FO/SD
SD H Inv. Method
16.645 Latitude DD
36.31923333 Longitude DD
-97.06783333 ODOT County Number
52 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
5645 x
-10805541.7787019 y
4344636.7625441 |
|||||||||||||||||||||||||||||||||||||
| 05500 | 2204R1716 X | 5500 | — | U.S. 60 | DEEP CREEK | 2204 1716 X | 40ft.-60ft.-40ft. I-BEAM SPANS, SK. 45 DEG. L.F. | 1937 | 36.14415833 | -98.99319444 | 143.045 | 27.001 | — | 3 | 45 | 2 | 24.003 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 57.7 | Fair (5) | Fair (5) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 1300 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
5644 BRKEY
5500 NBI No.
5500 On Under
1 Structure No.
2204R1716 X Control No.
004 Lane Ind.
Milepoint
17160 Facility Carried
U.S. 60 Feature Intersected
DEEP CREEK Division
05 County
043 Location
2.1 MI W JCT U.S. 183 Sufficiency
57.7 Kind Hwy
2 Level Service
1 Route No.
00060 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
24.003 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
1937 ADT Total
1300 ADT Year
2022 Design Load
H 20 Skew
45 No. Main Spans
3 Road Width
24.003 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
29.003 Span Type Main
M Material
3 - Steel Design
02 Length
143.045 Deck Width
27.001 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
5 Super Rating
5 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
48 HS Inv. Rating Method
1 HS Inv. Method
29 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2080 Future ADT Year
2042 Bypass Detour
49.709695 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
05500 ODOT County
22 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
40ft.-60ft.-40ft. I-BEAM SPANS, SK. 45 DEG. L.F. Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
2204 1716 X H Index
73.9955 Latitude
36:08:38.97 Longitude
-98:59:35.5 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 60 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
05500 Vault Link
http://plansrv1/bridgemaintvault/b05500 GIS FO/SD
Meets Standards H Inv. Method
21 Latitude DD
36.14415833 Longitude DD
-98.99319444 ODOT County Number
22 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
5644 x
-11019871.9970603 y
4320475.50919145 |
|||||||||||||||||||||||||||||||||||||
| 05499 | 2204R0903 X | 5499 | — | U.S. 60 | KIZER CREEK | 2204 0903 X | 40ft.-60ft.-40ft. I-BEAM SPANS | 1937 | 36.14423611 | -99.13876944 | 141.076 | 27.001 | — | 3 | 0 | 2 | 24.003 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 54.8 | 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 | 1100 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
5643 BRKEY
5499 NBI No.
5499 On Under
1 Structure No.
2204R0903 X Control No.
004 Lane Ind.
Milepoint
09030 Facility Carried
U.S. 60 Feature Intersected
KIZER CREEK Division
05 County
043 Location
9.0 MI E JCT S.H. 34 Sufficiency
54.8 Kind Hwy
2 Level Service
1 Route No.
00060 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
24.003 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
1937 ADT Total
1100 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
24.003 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
28.999 Span Type Main
M Material
3 - Steel Design
02 Length
141.076 Deck Width
27.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
5 Sub Rating
5 Chan. Rating
7 Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
43 HS Inv. Rating Method
1 HS Inv. Method
26 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1760 Future ADT Year
2042 Bypass Detour
49.709695 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
05499 ODOT County
22 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
40ft.-60ft.-40ft. I-BEAM SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
2204 0903 X H Index
71.6539 Latitude
36:08:39.25 Longitude
-99:08:19.57 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 60 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
05499 Vault Link
http://plansrv1/bridgemaintvault/b05499 GIS FO/SD
Meets Standards H Inv. Method
21 Latitude DD
36.14423611 Longitude DD
-99.13876944 ODOT County Number
22 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
5643 x
-11036077.3319325 y
4320486.23123871 |
|||||||||||||||||||||||||||||||||||||
| 05498 | 2512R0753 X | 5498 | — | S.H. 19 | PEAVINE CREEK | 2512 0753 X | 40ft.-60ft.-40ft. I-BM. SPANS | 1937 | 34.796525 | -97.121125 | 141.076 | 26.903 | — | 3 | 0 | 2 | 23.95 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 54.2 | Fair (5) | Fair (5) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 2100 | 2020 | 4 | Unmatched |
|
Raw data
OBJECTID
5642 BRKEY
5498 NBI No.
5498 On Under
1 Structure No.
2512R0753 X Control No.
012 Lane Ind.
Milepoint
07530 Facility Carried
S.H. 19 Feature Intersected
PEAVINE CREEK Division
03 County
049 Location
7.7 MI E JCT US 77 Sufficiency
54.2 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
06 - Minor Arterial (Rural) Year Built
1937 ADT Total
2100 ADT Year
2020 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
23.95 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
3 - Steel Design
02 Length
141.076 Deck Width
26.903 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
5 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
47 HS Inv. Rating Method
1 HS Inv. Method
28 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3360 Future ADT Year
2040 Bypass Detour
31.068559 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
05498 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
1 Lft. Curb SW
1.64 Rt. Curb SW
1.64 Description
40ft.-60ft.-40ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
2512 0753 X H Index
83.7736 Latitude
34:47:47.49 Longitude
-97:07:16.05 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
Functionally Obsolete Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
05498 Vault Link
http://plansrv1/bridgemaintvault/b05498 GIS FO/SD
FO H Inv. Method
21 Latitude DD
34.796525 Longitude DD
-97.121125 ODOT County Number
25 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
5642 x
-10811474.1802699 y
4136263.96926541 |
|||||||||||||||||||||||||||||||||||||
| 05497 | 5412R0598 X | 5497 | — | S.H. 48 | WALNUT CREEK | 5412 0598 X | 40ft.-60ft.-40ft. I-BM | 1937 | 35.55891944 | -96.38805 | 141.076 | 27.001 | — | 3 | 0 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Posted for load (P) | 11.5 | Poor (4) | Poor (4) | Poor (4) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1400 | 2016 | 4 | Unmatched |
|
Raw data
OBJECTID
5641 BRKEY
5497 NBI No.
5497 On Under
1 Structure No.
5412R0598 X Control No.
012 Lane Ind.
Milepoint
05980 Facility Carried
S.H. 48 Feature Intersected
WALNUT CREEK Division
03 County
107 Location
5.5 MI N JCT US 62 Sufficiency
11.5 Kind Hwy
3 Level Service
1 Route No.
00048 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1937 ADT Total
1400 ADT Year
2016 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
00 Appr. Roadway Width
23.999 Span Type Main
M Material
3 - Steel Design
02 Length
141.076 Deck Width
27.001 Bridge Open Closed
P TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
4 Super Rating
4 Sub Rating
5 Chan. Rating
4 Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
N Bridge Posting
1 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
15.07 HS Inv. Rating Method
1 HS Inv. Method
15 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2240 Future ADT Year
2036 Bypass Detour
24.854848 School Bus Rte.
3 Posted Weight
151515 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
05497 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
40ft.-60ft.-40ft. I-BM Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5412 0598 X H Index
77.0172 Latitude
35:33:32.11 Longitude
-96:23:16.98 I257A
1 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 48 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
05497 Vault Link
http://plansrv1/bridgemaintvault/b05497 GIS FO/SD
SD H Inv. Method
15 Latitude DD
35.55891944 Longitude DD
-96.38805 ODOT County Number
54 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
5641 x
-10729868.6445566 y
4240097.8713354 |
|||||||||||||||||||||||||||||||||||||
| 05496 | 5730R0033 X | 5496 | — | S.H. 99 | PENN CREEK | 5730 0033 X | 40ft.-60ft.-40ft. I-BM. SPANS WITH 2-5ft. SIDEWALKS | 1937 | 36.419331 | -96.389525 | 141.076 | 45 | — | 3 | 0 | 2 | 30 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 60.4 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 4300 | 2020 | 4 | Unmatched |
|
Raw data
OBJECTID
5622 BRKEY
5496 NBI No.
5496 On Under
1 Structure No.
5730R0033 X Control No.
030 Lane Ind.
Milepoint
00330 Facility Carried
S.H. 99 Feature Intersected
PENN CREEK Division
08 County
113 Location
0.3 MI. N. JCT. SH20 Sufficiency
60.4 Kind Hwy
3 Level Service
1 Route No.
00099 Service Type On
5 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
1937 ADT Total
4300 ADT Year
2020 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
0 Appr. Roadway Width
33.999 Span Type Main
M Material
3 - Steel Design
02 Length
141.076 Deck Width
45 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
6 Super Rating
6 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
6 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.7 HS Inv. Rating Method
1 HS Inv. Method
29.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6880 Future ADT Year
2040 Bypass Detour
52.816551 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
25 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
05496 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
5 Rt. Curb SW
5 Description
40ft.-60ft.-40ft. I-BM. SPANS WITH 2-5ft. SIDEWALKS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5730 0033 X H Index
66.9999 Latitude
36:25:09.59 Longitude
-96:23:22.29 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
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
05496 Vault Link
http://plansrv1/bridgemaintvault/b05496 GIS FO/SD
Meets Standards H Inv. Method
21 Latitude DD
36.419331 Longitude DD
-96.389525 ODOT County Number
57 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
5622 x
-10730032.8408055 y
4358475.13922487 |
|||||||||||||||||||||||||||||||||||||
| 05493 | 2204R1337 X | 5493 | — | U.S. 60 | CAMP CREEK | 2204 1337 X | 40ft.-50ft.-40ft. I-BEAM SPANS | 1937 | 36.14416667 | -99.06105 | 130.906 | 29.003 | — | 3 | 0 | 2 | 26.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 61 | 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 | 1300 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
5619 BRKEY
5493 NBI No.
5493 On Under
1 Structure No.
2204R1337 X Control No.
004 Lane Ind.
Milepoint
13370 Facility Carried
U.S. 60 Feature Intersected
CAMP CREEK Division
05 County
043 Location
5.9 MI W JCT U.S. 183 Sufficiency
61 Kind Hwy
2 Level Service
1 Route No.
00060 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
26.001 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
1937 ADT Total
1300 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
26.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
29.003 Span Type Main
M Material
3 - Steel Design
02 Length
130.906 Deck Width
29.003 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
5 Sub Rating
5 Chan. Rating
7 Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
54 HS Inv. Rating Method
1 HS Inv. Method
32 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2080 Future ADT Year
2042 Bypass Detour
49.709695 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
05493 ODOT County
22 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
40ft.-50ft.-40ft. I-BEAM SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
2204 1337 X H Index
75.7808 Latitude
36:08:39 Longitude
-99:03:39.78 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 60 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
05493 Vault Link
http://plansrv1/bridgemaintvault/b05493 GIS FO/SD
Meets Standards H Inv. Method
22 Latitude DD
36.14416667 Longitude DD
-99.06105 ODOT County Number
22 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
5619 x
-11027425.643447 y
4320476.6588679 |
|||||||||||||||||||||||||||||||||||||
| 05492 | 0230R0885 X | 5492 | — | S.H. 58 | SALTY CREEK | 0230R0885 X | 23ft.-35ft.-35ft.-29ft. I-BM. SPANS SK. 45 DEG. | 1937 | 36.97 | -98.29166667 | 131.89 | 22.3 | — | 4 | 0 | 2 | 20.299 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 51.7 | Critical (2) | 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 | 100 | 1999 | 4 | Unmatched |
|
Raw data
OBJECTID
5618 BRKEY
5492 NBI No.
5492 On Under
1 Structure No.
0230R0885 X Control No.
030 Lane Ind.
Milepoint
08850 Facility Carried
S.H. 58 Feature Intersected
SALTY CREEK Division
06 County
003 Location
1.9 MI.S.OF KANSAS SL Sufficiency
51.7 Kind Hwy
3 Level Service
1 Route No.
00058 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
20.299 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
1937 ADT Total
100 ADT Year
1999 Design Load
Other or Unknown Skew
0 No. Main Spans
4 Road Width
20.299 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
131.89 Deck Width
22.3 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
7 Super Rating
7 Sub Rating
7 Chan. Rating
6 Culv. Rating
N Structure Rating
2 Deck Geometry
5 Underclearance
N Bridge Posting
1 Waterway Adequacy
5 Approach Alignment
6 HS Operating Rating Method
2 HS Operating Rating
19.842 HS Inv. Rating Method
2 HS Inv. Method
9.921 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
150 Future ADT Year
2017 Bypass Detour
26.09759 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
05492 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
1.001 Rt. Curb SW
1.001 Description
23ft.-35ft.-35ft.-29ft. I-BM. SPANS SK. 45 DEG. Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
0230R0885 X H Index
100 Latitude
36:58:12 Longitude
-98:17:30 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 58 Scour
6 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
05492 Vault Link
http://plansrv1/bridgemaintvault/b05492 GIS FO/SD
Meets Standards H Inv. Method
6.945 Latitude DD
36.97 Longitude DD
-98.29166667 ODOT County Number
2 Maint. Dist.
6 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
5618 x
-10941778.2829266 y
4434925.99867517 |
|||||||||||||||||||||||||||||||||||||
| 04539 | 1310 1032 X | 4539 | — | U.S. 287 | CREEK | 1310 1032 X | 7-10ft. CONC SLAB SPAN | 1935 | 36.87708056 | -102.51753333 | 82.021 | 86 | — | 7 | 0 | 2 | 84 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 80 | Very good (8) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 2200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
5229 BRKEY
4539 NBI No.
4539 On Under
1 Structure No.
1310 1032 X Control No.
010 Lane Ind.
Milepoint
10320 Facility Carried
U.S. 287 Feature Intersected
CREEK Division
06 County
025 Location
11.59 MI. N. JCT. US64 Sufficiency
80 Kind Hwy
2 Level Service
1 Route No.
00287 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
47.999 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
1935 ADT Total
2200 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
7 Road Width
84 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
44 Span Type Main
M Material
1 - Concrete Design
01 Length
82.021 Deck Width
86 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
8 Super Rating
8 Sub Rating
8 Chan. Rating
7 Culv. Rating
N 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
87.3 HS Inv. Rating Method
1 HS Inv. Method
52.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3520 Future ADT Year
2042 Bypass Detour
99.897848 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
04539 ODOT County
13 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
7-10ft. CONC SLAB SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1310 1032 X H Index
93.1827 Latitude
36:52:37.49 Longitude
-102:31:03.12 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 287 Scour
8 Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
04539 Vault Link
http://plansrv1/bridgemaintvault/b04539 GIS FO/SD
Meets Standards H Inv. Method
29.7 Latitude DD
36.87708056 Longitude DD
-102.51753333 ODOT County Number
13 Maint. Dist.
6 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
5229 x
-11412199.6076781 y
4421987.22370191 |
|||||||||||||||||||||||||||||||||||||
| 04531 | 0626R0905 X | 4531 | — | S.H. 58 | CREEK | 0626 0905 X | 20ft.-30ft.-20ft. I-BEAM SPANS W/ TIMBER PILES | 1935 | 35.97291667 | -98.58320556 | 70.866 | 26.001 | — | 3 | 0 | 2 | 24.003 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Closed (K) | 42.1 | 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 | 870 | 2010 | 4 | Unmatched |
|
Raw data
OBJECTID
5203 BRKEY
4531 NBI No.
4531 On Under
1 Structure No.
0626R0905 X Control No.
026 Lane Ind.
Milepoint
09050 Facility Carried
S.H. 58 Feature Intersected
CREEK Division
05 County
011 Location
9.2 MI N JCT U.S. 270 Sufficiency
42.1 Kind Hwy
3 Level Service
1 Route No.
00058 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
24.003 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1935 ADT Total
870 ADT Year
2010 Design Load
H 15 Skew
0 No. Main Spans
3 Road Width
24.003 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
28.002 Span Type Main
M Material
3 - Steel Design
02 Length
70.866 Deck Width
26.001 Bridge Open Closed
K TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
7 Deck Rating
5 Super Rating
4 Sub Rating
4 Chan. Rating
7 Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
44.644 HS Inv. Rating Method
1 HS Inv. Method
26.786 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1392 Future ADT Year
2030 Bypass Detour
31.689931 School Bus Rte.
3 Posted Weight
CLOSED 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
04531 ODOT County
06 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
20ft.-30ft.-20ft. I-BEAM SPANS W/ TIMBER PILES Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
0626 0905 X H Index
37.8489 Latitude
35:58:22.5 Longitude
-98:34:59.54 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 58 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
04531 Vault Link
http://plansrv1/bridgemaintvault/b04531 GIS FO/SD
SD H Inv. Method
16.094 Latitude DD
35.97291667 Longitude DD
-98.58320556 ODOT County Number
6 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
5203 x
-10974232.2437078 y
4296895.3872385 |
|||||||||||||||||||||||||||||||||||||
| 04530 | 5614R0296 X | 4530 | — | S.H. 16 | TIGER CREEK | 5614 0296 X | 70ft. PONY TRUSS SPAN | 1935 | 35.74075 | -96.13970278 | 73.163 | 22.999 | — | 1 | 0 | 2 | 22.001 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Posted for load (P) | 2 | Serious (3) | Critical (2) | Serious (3) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2500 | 2007 | 4 | Unmatched |
|
Raw data
OBJECTID
5184 BRKEY
4530 NBI No.
4530 On Under
1 Structure No.
5614R0296 X Control No.
014 Lane Ind.
Milepoint
02960 Facility Carried
S.H. 16 Feature Intersected
TIGER CREEK Division
01 County
111 Location
3 MI E CREEK CO LINE Sufficiency
2 Kind Hwy
3 Level Service
1 Route No.
00016 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
1935 ADT Total
2500 ADT Year
2007 Design Load
H 15 Skew
0 No. Main Spans
1 Road Width
22.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
30 Span Type Main
M Material
3 - Steel Design
10 Length
73.163 Deck Width
22.999 Bridge Open Closed
P TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
6 Deck Rating
2 Super Rating
3 Sub Rating
4 Chan. Rating
6 Culv. Rating
N Structure Rating
3 Deck Geometry
2 Underclearance
N Bridge Posting
4 Waterway Adequacy
4 Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
27.007 HS Inv. Rating Method
1 HS Inv. Method
20.834 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4000 Future ADT Year
2027 Bypass Detour
60.273005 School Bus Rte.
3 Posted Weight
212743 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
04530 ODOT County
56 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
70ft. PONY TRUSS SPAN Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5614 0296 X H Index
52.4232 Latitude
35:44:26.7 Longitude
-96:08:22.93 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 16 Scour
5 Design Structure
10 - Truss - Thru FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
04530 Vault Link
http://plansrv1/bridgemaintvault/b04530 GIS FO/SD
SD H Inv. Method
16.865 Latitude DD
35.74075 Longitude DD
-96.13970278 ODOT County Number
56 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
5184 x
-10702222.7584863 y
4265007.35778122 |
|||||||||||||||||||||||||||||||||||||
| 04523 | 1244R0712 X | 4523 | — | U.S. 70 | ROCK CREEK | 1244 0712 X | 60ft. I-BM. SPAN | 1935 | 34.01941389 | -95.36093056 | 61.024 | 27.001 | — | 1 | 0 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 38.3 | Poor (4) | Fair (5) | Fair (5) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 5100 | 2006 | 4 | Unmatched |
|
Raw data
OBJECTID
5159 BRKEY
4523 NBI No.
4523 On Under
1 Structure No.
1244R0712 X Control No.
044 Lane Ind.
Milepoint
07120 Facility Carried
U.S. 70 Feature Intersected
ROCK CREEK Division
02 County
023 Location
7.1 MI. E. OF HUGO Sufficiency
38.3 Kind Hwy
2 Level Service
1 Route No.
00070 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
1935 ADT Total
5100 ADT Year
2006 Design Load
H 20 Skew
0 No. Main Spans
1 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
32.001 Span Type Main
M Material
3 - Steel Design
02 Length
61.024 Deck Width
27.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
5 Super Rating
5 Sub Rating
6 Chan. Rating
7 Culv. Rating
N Structure Rating
4 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
36.156 HS Inv. Rating Method
1 HS Inv. Method
21.716 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8160 Future ADT Year
2026 Bypass Detour
90.098822 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
04523 ODOT County
12 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
60ft. I-BM. SPAN Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1244 0712 X H Index
79.6147 Latitude
34:01:09.89 Longitude
-95:21:39.35 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
U.S. 70 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
060 NBI Text
04523 Vault Link
http://plansrv1/bridgemaintvault/b04523 GIS FO/SD
Meets Standards H Inv. Method
17.306 Latitude DD
34.01941389 Longitude DD
-95.36093056 ODOT County Number
12 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
5159 x
-10615530.2315119 y
4031409.13522361 |
|||||||||||||||||||||||||||||||||||||
| 04522 | 0220R0455 X | 4522 | — | S.H. 11 | CREEK | 0220 0455 X | 2-30ft. I-BM. SPANS | 1935 | 36.80129722 | -98.27885556 | 61.024 | 25.499 | — | 2 | 0 | 2 | 24.501 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Closed (K) | 32.5 | Poor (4) | Fair (5) | Poor (4) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1900 | 2011 | 4 | Unmatched |
|
Raw data
OBJECTID
5158 BRKEY
4522 NBI No.
4522 On Under
1 Structure No.
0220R0455 X Control No.
020 Lane Ind.
Milepoint
04550 Facility Carried
S.H. 11 Feature Intersected
CREEK Division
06 County
003 Location
4.7 MI.E. JCT US 64 Sufficiency
32.5 Kind Hwy
3 Level Service
1 Route No.
00011 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
24.501 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
1935 ADT Total
1900 ADT Year
2011 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
24.501 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
25.007 Span Type Main
M Material
3 - Steel Design
02 Length
61.024 Deck Width
25.499 Bridge Open Closed
K TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
7 Deck Rating
5 Super Rating
4 Sub Rating
4 Chan. Rating
7 Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
41.226 HS Inv. Rating Method
1 HS Inv. Method
24.692 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3040 Future ADT Year
2031 Bypass Detour
34.175415 School Bus Rte.
3 Posted Weight
CLOSED Posted Speed Limit
nr Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
04522 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
2-30ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
0220 0455 X H Index
44.3223 Latitude
36:48:04.67 Longitude
-98:16:43.88 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 11 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
04522 Vault Link
http://plansrv1/bridgemaintvault/b04522 GIS FO/SD
SD H Inv. Method
15.543 Latitude DD
36.80129722 Longitude DD
-98.27885556 ODOT County Number
2 Maint. Dist.
6 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
5158 x
-10940352.1566849 y
4411446.25425575 |
|||||||||||||||||||||||||||||||||||||
| 04521 | 6914 0324 X | 4521 | — | S.H. 53 | WALKER CREEK | 6914 0324 X | 61ft. I-BM. SPAN | 1935 | 34.36235 | -98.08231389 | 62.999 | 27.001 | — | 1 | 0 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 63.3 | Fair (5) | Satisfactory (6) | Good (7) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1300 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
5157 BRKEY
4521 NBI No.
4521 On Under
1 Structure No.
6914 0324 X Control No.
014 Lane Ind.
Milepoint
03240 Facility Carried
S.H. 53 Feature Intersected
WALKER CREEK Division
07 County
137 Location
3.3 MI E COTTON C/L Sufficiency
63.3 Kind Hwy
3 Level Service
1 Route No.
00053 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
1935 ADT Total
1300 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
1 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
24 Span Type Main
M Material
3 - Steel Design
02 Length
62.999 Deck Width
27.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
7 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
53.3 HS Inv. Rating Method
1 HS Inv. Method
31.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2080 Future ADT Year
2042 Bypass Detour
42.299998 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
04521 ODOT County
69 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
61ft. I-BM. SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6914 0324 X H Index
88.1566 Latitude
34:21:44.46 Longitude
-98:04:56.33 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 53 Scour
7 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
28 NBI Text
04521 Vault Link
http://plansrv1/bridgemaintvault/b04521 GIS FO/SD
Meets Standards H Inv. Method
25.4 Latitude DD
34.36235 Longitude DD
-98.08231389 ODOT County Number
69 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
5157 x
-10918473.2380608 y
4077561.17421049 |
|||||||||||||||||||||||||||||||||||||
| 04520 | 1026R0211 X | 4520 | — | S.H. 76 | CADDO CREEK O'FLOW | 1026R0211 X | 3-20ft. I-BM. SPANS | 1935 | 34.37833333 | -97.49166667 | 61.024 | 25.499 | — | 3 | 0 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 51.5 | Fair (5) | Fair (5) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 3000 | 2002 | 4 | Unmatched |
|
Raw data
OBJECTID
5156 BRKEY
4520 NBI No.
4520 On Under
1 Structure No.
1026R0211 X Control No.
026 Lane Ind.
Milepoint
02110 Facility Carried
S.H. 76 Feature Intersected
CADDO CREEK O'FLOW Division
07 County
019 Location
2.1 MI N JCT SH 53E Sufficiency
51.5 Kind Hwy
3 Level Service
1 Route No.
00076 Service Type On
1 Service Type Off
9 Vertical Clearance
N Horizontal Clearance
23.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1935 ADT Total
3000 ADT Year
2002 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
-1 Appr. Roadway Width
32.001 Span Type Main
M Material
3 - Steel Design
02 Length
61.024 Deck Width
25.499 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
7 Deck Rating
5 Super Rating
6 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
48.391 HS Inv. Rating Method
1 HS Inv. Method
28.991 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4800 Future ADT Year
2022 Bypass Detour
54.680665 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
04520 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
6 Lft. Curb SW
1.001 Rt. Curb SW
1.001 Description
3-20ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1026R0211 X H Index
64.1547 Latitude
34:22:42 Longitude
-97:29:30 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 76 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
65 NBI Text
04520 Vault Link
http://plansrv1/bridgemaintvault/b04520 GIS FO/SD
Meets Standards H Inv. Method
16.094 Latitude DD
34.37833333 Longitude DD
-97.49166667 ODOT County Number
10 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
5156 x
-10852722.690292 y
4079716.78796197 |
|||||||||||||||||||||||||||||||||||||
| 04606 | 5228 0000 X | 4606 | — | U.S. 177 | CREEK | 5228 0000 X | 2-10ft.X 5ft.X 85ft. R.C.BOX W/ 3ft. ADDTft.L CURTAIN WALL ON EAST | 1936 | 36.46394444 | -97.0678 | 21.982 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 98.9 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 4600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
5116 BRKEY
4606 NBI No.
4606 On Under
1 Structure No.
5228 0000 X Control No.
028 Lane Ind.
Milepoint
00000 Facility Carried
U.S. 177 Feature Intersected
CREEK Division
04 County
103 Location
75' N OF JCT SH15 WEST Sufficiency
98.9 Kind Hwy
2 Level Service
1 Route No.
00177 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
85 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
1936 ADT Total
4600 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
3 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
21.982 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.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.1 HS Inv. Rating Method
2 HS Inv. Method
36 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
7360 Future ADT Year
2042 Bypass Detour
3.106856 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
04606 ODOT County
52 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 5ft.X 85ft. R.C.BOX W/ 3ft. ADDTft.L CURTAIN WALL ON EAST Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5228 0000 X H Index
98.6166 Latitude
36:27:50.2 Longitude
-97:04:04.08 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 177 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
04606 Vault Link
http://plansrv1/bridgemaintvault/b04606 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
36.46394444 Longitude DD
-97.0678 ODOT County Number
52 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
5116 x
-10805538.0684233 y
4364648.636043 |
|||||||||||||||||||||||||||||||||||||
| 04604 | 3004R1825 X | 4604 | — | U.S. 64 | CIMARRON RIVER | 3004R1825 X | 82-30ft. I-BM. SPANS | 1935 | 36.85166667 | -99.32333333 | 2460.958 | 25.801 | — | 82 | 0 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 4 | Serious (3) | Serious (3) | Serious (3) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 800 | 1999 | 4 | Unmatched |
|
Raw data
OBJECTID
5114 BRKEY
4604 NBI No.
4604 On Under
1 Structure No.
3004R1825 X Control No.
004 Lane Ind.
Milepoint
18250 Facility Carried
U.S. 64 Feature Intersected
CIMARRON RIVER Division
06 County
059 Location
HARPER-WOODS C/L Sufficiency
4 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
23.999 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
1935 ADT Total
800 ADT Year
1999 Design Load
H 20 Skew
0 No. Main Spans
82 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
0 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
2460.958 Deck Width
25.801 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
3 Super Rating
3 Sub Rating
4 Chan. Rating
6 Culv. Rating
N Structure Rating
3 Deck Geometry
4 Underclearance
N Bridge Posting
1 Waterway Adequacy
6 Approach Alignment
7 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
850 Future ADT Year
2017 Bypass Detour
65.865346 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
04604 ODOT County
30 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
82-30ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
3004R1825 X H Index
100 Latitude
36:51:06 Longitude
-99:19:24 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
U.S. 64 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
04604 Vault Link
http://plansrv1/bridgemaintvault/b04604 GIS FO/SD
SD H Inv. Method
9.921 Latitude DD
36.85166667 Longitude DD
-99.32333333 ODOT County Number
30 Maint. Dist.
6 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
5114 x
-11056622.8901862 y
4418451.1526977 |
|||||||||||||||||||||||||||||||||||||
| 04603 | 5914R1566 X | 4603 | — | S.H. 18 | ARKANSAS RIVER | 5914 1566 X | 5-210ft. HI. TRUSS & 4 | 1935 | 36.50411944 | -96.72830556 | 1472.001 | 25 | — | 9 | 0 | 2 | 23.999 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Posted for load (P) | 4 | Critical (2) | 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 | 1400 | 2014 | 4 | Unmatched |
|
Raw data
OBJECTID
5113 BRKEY
4603 NBI No.
4603 On Under
1 Structure No.
5914R1566 X Control No.
014 Lane Ind.
Milepoint
15660 Facility Carried
S.H. 18 Feature Intersected
ARKANSAS RIVER Division
08 County
117 Location
PAWNEE-OSAGE C/L Sufficiency
4 Kind Hwy
3 Level Service
1 Route No.
00018 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
1935 ADT Total
1400 ADT Year
2014 Design Load
H 15 Skew
0 No. Main Spans
9 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
-1 Appr. Roadway Width
31.001 Span Type Main
M Material
3 - Steel Design
10 Length
1472.001 Deck Width
25 Bridge Open Closed
P 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
3 Chan. Rating
6 Culv. Rating
N Structure Rating
2 Deck Geometry
4 Underclearance
N Bridge Posting
3 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
20.02 HS Inv. Rating Method
1 HS Inv. Method
12.015 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2240 Future ADT Year
2034 Bypass Detour
39.767756 School Bus Rte.
3 Posted Weight
151515 Posted Speed Limit
35 Narrow or 1 Lane
-1 Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
04603 ODOT County
59 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
5-210ft. HI. TRUSS & 4 Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5914 1566 X H Index
56.0976 Latitude
36:30:14.83 Longitude
-96:43:41.9 I257A
1 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
S.H. 18 Scour
3 Design Structure
10 - Truss - Thru FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
04603 Vault Link
http://plansrv1/bridgemaintvault/b04603 GIS FO/SD
SD H Inv. Method
12 Latitude DD
36.50411944 Longitude DD
-96.72830556 ODOT County Number
59 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
5113 x
-10767745.7202354 y
4370210.99301414 |
|||||||||||||||||||||||||||||||||||||
| 04795 | 6404 3309 X | 4795 | — | U.S. 271 | CREEK | 6404 3309 X | (2) 10ft. X 10ft. X 93ft. LONG RCB | 1936 | 34.54368889 | -95.30723889 | 22.999 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 95.9 | 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 | 660 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
5101 BRKEY
4795 NBI No.
4795 On Under
1 Structure No.
6404 3309 X Control No.
004 Lane Ind.
Milepoint
33090 Facility Carried
U.S. 271 Feature Intersected
CREEK Division
02 County
127 Location
4.15 SE JCT SH-2 Sufficiency
95.9 Kind Hwy
2 Level Service
1 Route No.
00271 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
32.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1936 ADT Total
660 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
17 Appr. Roadway Width
32.001 Span Type Main
M Material
1 - Concrete Design
19 Length
22.999 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
472.3 HS Inv. Rating Method
1 HS Inv. Method
283.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1056 Future ADT Year
2042 Bypass Detour
39.767756 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
04795 ODOT County
64 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 93ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6404 3309 X H Index
98.5807 Latitude
34:32:37.28 Longitude
-95:18:26.06 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 271 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
021 NBI Text
04795 Vault Link
http://plansrv1/bridgemaintvault/b04795 GIS FO/SD
Meets Standards H Inv. Method
252.3 Latitude DD
34.54368889 Longitude DD
-95.30723889 ODOT County Number
64 Maint. Dist.
2 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
5101 x
-10609553.3021477 y
4102041.89894205 |
|||||||||||||||||||||||||||||||||||||
| 04602 | 5814R0126 X | 4602 | — | U.S. 69 | NEOSHO RIVER | 5814R0126 X | 300ft. HI. TRUSS & 16-60ft. I-BM. SPANS+1-60ft. EAST END | 1935 | 36.87 | -94.88666667 | 1264.108 | 27.001 | — | 1 | 0 | 2 | 23.999 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 49.9 | Fair (5) | Fair (5) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 3290 | 1999 | 4 | Unmatched |
|
Raw data
OBJECTID
5094 BRKEY
4602 NBI No.
4602 On Under
1 Structure No.
5814R0126 X Control No.
014 Lane Ind.
Milepoint
01260 Facility Carried
U.S. 69 Feature Intersected
NEOSHO RIVER Division
08 County
115 Location
1.5 MI N US 59 Sufficiency
49.9 Kind Hwy
2 Level Service
1 Route No.
00069 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
23.999 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
1935 ADT Total
3290 ADT Year
1999 Design Load
H 20 Skew
0 No. Main Spans
1 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
-1 Appr. Roadway Width
40 Span Type Main
M Material
3 - Steel Design
10 Length
1264.108 Deck Width
27.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
9 Deck Rating
5 Super Rating
6 Sub Rating
5 Chan. Rating
5 Culv. Rating
N Structure Rating
5 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
5 Approach Alignment
6 HS Operating Rating Method
2 HS Operating Rating
24.802 HS Inv. Rating Method
2 HS Inv. Method
24.802 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
5500 Future ADT Year
2017 Bypass Detour
1.864114 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
04602 ODOT County
58 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
300ft. HI. TRUSS & 16-60ft. I-BM. SPANS+1-60ft. EAST END Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5814R0126 X H Index
100 Latitude
36:52:12 Longitude
-94:53:12 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
U.S. 69 Scour
8 Design Structure
10 - Truss - Thru FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
04602 Vault Link
http://plansrv1/bridgemaintvault/b04602 GIS FO/SD
Meets Standards H Inv. Method
19.842 Latitude DD
36.87 Longitude DD
-94.88666667 ODOT County Number
58 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
5094 x
-10562735.4167755 y
4421001.92130027 |
|||||||||||||||||||||||||||||||||||||
| 04601 | 5734R1748 X | 4601 | — | S.H. 99 | CANEY RIVER | 5734 1748 X | 210ft.-120ft. HI. TRUSS, | 1935 | 36.969447 | -96.195344 | 535 | 27.001 | — | 3 | 0 | 2 | 23.999 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Posted for load (P) | 13.1 | Critical (2) | Poor (4) | Serious (3) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 480 | 2019 | 4 | Unmatched |
|
Raw data
OBJECTID
5093 BRKEY
4601 NBI No.
4601 On Under
1 Structure No.
5734R1748 X Control No.
034 Lane Ind.
Milepoint
17480 Facility Carried
S.H. 99 Feature Intersected
CANEY RIVER Division
08 County
113 Location
7.3 MI. N. JCT. SH10 Sufficiency
13.1 Kind Hwy
3 Level Service
1 Route No.
00099 Service Type On
1 Service Type Off
5 Vertical Clearance
Y 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
1935 ADT Total
480 ADT Year
2019 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
26.001 Span Type Main
M Material
3 - Steel Design
10 Length
535 Deck Width
27.001 Bridge Open Closed
P TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
4 Super Rating
3 Sub Rating
5 Chan. Rating
7 Culv. Rating
N Structure Rating
2 Deck Geometry
4 Underclearance
N Bridge Posting
3 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
16.5 HS Inv. Rating Method
1 HS Inv. Method
10.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
768 Future ADT Year
2039 Bypass Detour
54.059293 School Bus Rte.
3 Posted Weight
101010 Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1404 Max Measured Clearance
1608 Min Measured Clearance
1602 NBI Rating
04601 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
210ft.-120ft. HI. TRUSS, Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5734 1748 X H Index
64.0342 Latitude
36:58:10.01 Longitude
-96:11:43.24 I257A
1 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
S.H. 99 Scour
7 Design Structure
10 - Truss - Thru FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
04601 Vault Link
http://plansrv1/bridgemaintvault/b04601 GIS FO/SD
SD H Inv. Method
10 Latitude DD
36.969447 Longitude DD
-96.195344 ODOT County Number
57 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
5093 x
-10708416.7107638 y
4434848.94827718 |
|||||||||||||||||||||||||||||||||||||
| 04600 | 7114R1057 X | 4600 | — | S.H. 5 | DEEP RED CREEK | 7114R1057 X | 100ft. PONY TRUSS,14-30ft. I-BM. SPANS | 1935 | 34.39192778 | -98.83132778 | 524.934 | 26.001 | — | 1 | 0 | 2 | 23.999 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 45.1 | Fair (5) | Poor (4) | Good (7) | Fair (5) | 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
5092 BRKEY
4600 NBI No.
4600 On Under
1 Structure No.
7114R1057 X Control No.
014 Lane Ind.
Milepoint
10570 Facility Carried
S.H. 5 Feature Intersected
DEEP RED CREEK Division
05 County
141 Location
10.8 MI EAST US 183 Sufficiency
45.1 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
1935 ADT Total
1260 ADT Year
1999 Design Load
H 15 Skew
0 No. Main Spans
1 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
10 Length
524.934 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
4 Super Rating
7 Sub Rating
5 Chan. Rating
7 Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
0 HS Operating Rating Method
2 HS Operating Rating
23.81 HS Inv. Rating Method
2 HS Inv. Method
23.81 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
1000 Future ADT Year
2017 Bypass Detour
39.767756 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
04600 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
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
100ft. PONY TRUSS,14-30ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
7114R1057 X H Index
100 Latitude
34:23:30.94 Longitude
-98:49:52.78 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 5 Scour
7 Design Structure
10 - Truss - Thru FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
UC2-3-98 NBI Text
04600 Vault Link
http://plansrv1/bridgemaintvault/b04600 GIS FO/SD
SD H Inv. Method
18.85 Latitude DD
34.39192778 Longitude DD
-98.83132778 ODOT County Number
71 Maint. Dist.
5 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
5092 x
-11001853.0828927 y
4081550.54591864 |
|||||||||||||||||||||||||||||||||||||
| 04599 | 2314R0946 X | 4599 | — | U.S. 283 | CLEAR CREEK | 2314R0946 X | 8-60ft. I-BM SPANS | 1935 | 36.57166667 | -99.88833333 | 481.955 | 27.001 | — | 8 | 0 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 34.6 | Poor (4) | Serious (3) | Poor (4) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 600 | 1999 | 4 | Unmatched |
|
Raw data
OBJECTID
5091 BRKEY
4599 NBI No.
4599 On Under
1 Structure No.
2314R0946 X Control No.
014 Lane Ind.
Milepoint
09460 Facility Carried
U.S. 283 Feature Intersected
CLEAR CREEK Division
06 County
045 Location
9.5 MI N SH15 Sufficiency
34.6 Kind Hwy
2 Level Service
1 Route No.
00283 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
23.999 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
1935 ADT Total
600 ADT Year
1999 Design Load
H 20 Skew
0 No. Main Spans
8 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
0 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
481.955 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.
9 Deck Rating
3 Super Rating
4 Sub Rating
4 Chan. Rating
5 Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
6 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
650 Future ADT Year
2017 Bypass Detour
50.952437 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
04599 ODOT County
23 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
8-60ft. I-BM SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
2314R0946 X H Index
100 Latitude
36:34:18 Longitude
-99:53:18 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
U.S. 283 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
04599 Vault Link
http://plansrv1/bridgemaintvault/b04599 GIS FO/SD
SD H Inv. Method
19.842 Latitude DD
36.57166667 Longitude DD
-99.88833333 ODOT County Number
23 Maint. Dist.
6 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
5091 x
-11119518.4024844 y
4379569.63356528 |
|||||||||||||||||||||||||||||||||||||
| 04598 | 0220R0780 X | 4598 | — | S.H. 11 | SALT FORK ARK RIV O'FLOW | 0220 0780 X | 13-30ft. I-BM. SPANS | 1935 | 36.80922222 | -98.22139722 | 391.076 | 25.499 | — | 13 | 0 | 2 | 24.6 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 33.8 | Poor (4) | Poor (4) | Poor (4) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1300 | 2005 | 4 | Unmatched |
|
Raw data
OBJECTID
5090 BRKEY
4598 NBI No.
4598 On Under
1 Structure No.
0220R0780 X Control No.
020 Lane Ind.
Milepoint
07800 Facility Carried
S.H. 11 Feature Intersected
SALT FORK ARK RIV O'FLOW Division
06 County
003 Location
7.9 MI.E.OF JCT.US64 Sufficiency
33.8 Kind Hwy
3 Level Service
1 Route No.
00011 Service Type On
1 Service Type Off
9 Vertical Clearance
N Horizontal Clearance
24.6 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
1935 ADT Total
1300 ADT Year
2005 Design Load
H 20 Skew
0 No. Main Spans
13 Road Width
24.6 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
40 Span Type Main
M Material
3 - Steel Design
02 Length
391.076 Deck Width
25.499 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
7 Deck Rating
4 Super Rating
4 Sub Rating
4 Chan. Rating
4 Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
3 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
47.84 HS Inv. Rating Method
1 HS Inv. Method
28.66 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2080 Future ADT Year
2025 Bypass Detour
34.175415 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
nr Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
04598 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
13-30ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
0220 0780 X H Index
50.9571 Latitude
36:48:33.2 Longitude
-98:13:17.03 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 11 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
04598 Vault Link
http://plansrv1/bridgemaintvault/b04598 GIS FO/SD
SD H Inv. Method
17.968 Latitude DD
36.80922222 Longitude DD
-98.22139722 ODOT County Number
2 Maint. Dist.
6 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
5090 x
-10933955.9235343 y
4412548.08139936 |
|||||||||||||||||||||||||||||||||||||
| 04501 | 2320 1273 X | 4501 | — | S.H. 15 | CREEK | 2320 1273 X | 5-10ft.X4ft.X40.3ft. RCB | 1935 | 36.34302778 | -99.6906 | 54.003 | 58.5 | — | 5 | 0 | 2 | 56.5 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 91.9 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 2300 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
5083 BRKEY
4501 NBI No.
4501 On Under
1 Structure No.
2320 1273 X Control No.
020 Lane Ind.
Milepoint
12730 Facility Carried
S.H. 15 Feature Intersected
CREEK Division
06 County
045 Location
12.8 MI NE US283 Sufficiency
91.9 Kind Hwy
3 Level Service
1 Route No.
00015 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
56.5 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
1935 ADT Total
2300 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
5 Road Width
56.5 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
54.003 Deck Width
58.5 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
58.9 HS Inv. Rating Method
1 HS Inv. Method
35.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3680 Future ADT Year
2042 Bypass Detour
44.999999 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
04501 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
5-10ft.X4ft.X40.3ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2320 1273 X H Index
86.638 Latitude
36:20:34.9 Longitude
-99:41:26.16 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 15 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
04501 Vault Link
http://plansrv1/bridgemaintvault/b04501 GIS FO/SD
Meets Standards H Inv. Method
19.6 Latitude DD
36.34302778 Longitude DD
-99.6906 ODOT County Number
23 Maint. Dist.
6 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
5083 x
-11097506.8288759 y
4347924.7028511 |
|||||||||||||||||||||||||||||||||||||
| 04794 | 5706 2235 X | 4794 | — | U.S. 60 | ELIZA CREEK | 5706 2235 X | 2-10ft. X 6ft. X 96ft. R.C.BOX | 1936 | 36.75225556 | -96.01700278 | 22.966 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 94.9 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 3500 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
5082 BRKEY
4794 NBI No.
4794 On Under
1 Structure No.
5706 2235 X Control No.
006 Lane Ind.
Milepoint
22350 Facility Carried
U.S. 60 Feature Intersected
ELIZA CREEK Division
08 County
113 Location
1.0 MI.W.WASH.CO.LN Sufficiency
94.9 Kind Hwy
2 Level Service
1 Route No.
00060 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1936 ADT Total
3500 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
5 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
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
5 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
117.3 HS Inv. Rating Method
1 HS Inv. Method
70.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5600 Future ADT Year
2042 Bypass Detour
8.077825 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
04794 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 6ft. X 96ft. R.C.BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5706 2235 X H Index
85.7113 Latitude
36:45:08.12 Longitude
-96:01:01.21 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
04794 Vault Link
http://plansrv1/bridgemaintvault/b04794 GIS FO/SD
Meets Standards H Inv. Method
39.1 Latitude DD
36.75225556 Longitude DD
-96.01700278 ODOT County Number
57 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
5082 x
-10688563.8569659 y
4404630.43720552 |
|||||||||||||||||||||||||||||||||||||
| 04793 | 1708 1941 X | 4793 | — | U.S. 277 | CREEK | 1708 1941 X | 2-10ft.X 3ft.X 36ft. R.C. BOX | 1936 | 34.41555556 | -98.40027778 | 21.982 | 37.999 | — | 2 | 0 | 2 | 30 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 89.6 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 2300 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
5081 BRKEY
4793 NBI No.
4793 On Under
1 Structure No.
1708 1941 X Control No.
008 Lane Ind.
Milepoint
19410 Facility Carried
U.S. 277 Feature Intersected
CREEK Division
07 County
033 Location
2.3 S COMANCHE C/L Sufficiency
89.6 Kind Hwy
2 Level Service
1 Route No.
00277 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
30 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1936 ADT Total
2300 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
30 Span Type Main
M Material
1 - Concrete Design
19 Length
21.982 Deck Width
37.999 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
6 Structure Rating
6 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
61.5 HS Inv. Rating Method
1 HS Inv. Method
36.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3680 Future ADT Year
2042 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
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
04793 ODOT County
17 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 3ft.X 36ft. R.C. BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1708 1941 X H Index
95.6001 Latitude
34:24:56 Longitude
-98:24:01 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
31 NBI Text
04793 Vault Link
http://plansrv1/bridgemaintvault/b04793 GIS FO/SD
Meets Standards H Inv. Method
20.5 Latitude DD
34.41555556 Longitude DD
-98.40027778 ODOT County Number
17 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
5081 x
-10953868.8163863 y
4084738.41049875 |
|||||||||||||||||||||||||||||||||||||
| 04792 | 4610 1938 X | 4792 | — | S.H. 9 | WEST BRANCH RABBIT CREEK | 4610 1938 X | (2) 10ft. X 8ft. X 45ft. LONG RCB | 1936 | 35.28967778 | -95.654375 | 22.999 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 88.8 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1800 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
5080 BRKEY
4792 NBI No.
4792 On Under
1 Structure No.
4610 1938 X Control No.
010 Lane Ind.
Milepoint
19380 Facility Carried
S.H. 9 Feature Intersected
WEST BRANCH RABBIT CREEK Division
01 County
091 Location
3.5 W JCT US-69 Sufficiency
88.8 Kind Hwy
3 Level Service
1 Route No.
00009 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
36.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1936 ADT Total
1800 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
3 Appr. Roadway Width
36.001 Span Type Main
M Material
1 - Concrete Design
19 Length
22.999 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 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
8 HS Operating Rating Method
0 HS Operating Rating
60 HS Inv. Rating Method
0 HS Inv. Method
36 H Operating Rating
0 H Inv. Rating Method
0 Future ADT
2880 Future ADT Year
2042 Bypass Detour
67.108088 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
04792 ODOT County
46 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 45ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4610 1938 X H Index
100 Latitude
35:17:22.84 Longitude
-95:39:15.75 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 9 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
10-1938 NBI Text
04792 Vault Link
http://plansrv1/bridgemaintvault/b04792 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
35.28967778 Longitude DD
-95.654375 ODOT County Number
46 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
5080 x
-10648196.3171488 y
4203317.21111322 |
|||||||||||||||||||||||||||||||||||||
| 04791 | 5706R1785 X | 4791 | — | U.S. 60 | CREEK | 5706 1785 X | 2-10ft. X 4ft. X 42ft. R.C. BOX | 1936 | 36.752767 | -96.097619 | 22.999 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 82.8 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Fair (5) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 2500 | 2020 | 4 | Unmatched |
|
Raw data
OBJECTID
5079 BRKEY
4791 NBI No.
4791 On Under
1 Structure No.
5706R1785 X Control No.
006 Lane Ind.
Milepoint
17850 Facility Carried
U.S. 60 Feature Intersected
CREEK Division
08 County
113 Location
5.0 MI. W. WASH. CO. LN. Sufficiency
82.8 Kind Hwy
2 Level Service
1 Route No.
00060 Service Type On
1 Service Type Off
5 Vertical Clearance
_ 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
1936 ADT Total
2500 ADT Year
2020 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
22.999 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 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
61.4 HS Inv. Rating Method
1 HS Inv. Method
36.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4000 Future ADT Year
2040 Bypass Detour
14.912909 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
04791 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 4ft. X 42ft. R.C. BOX Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5706 1785 X H Index
56.4701 Latitude
36:45:09.96 Longitude
-96:05:51.43 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
04791 Vault Link
http://plansrv1/bridgemaintvault/b04791 GIS FO/SD
Meets Standards H Inv. Method
20.5 Latitude DD
36.752767 Longitude DD
-96.097619 ODOT County Number
57 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
5079 x
-10697538.013526 y
4404701.49471936 |
|||||||||||||||||||||||||||||||||||||
| 04790 | 0522R1729 X | 4790 | — | S.H. 34 | CREEK | 0522 1729 X | 2-10ft.X5ft.X37ft. RDY. R.C.B. | 1936 | 35.366381 | -99.505456 | 22.966 | 38.999 | — | 2 | 0 | 2 | 37.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 98.4 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 800 | 2020 | 4 | Unmatched |
|
Raw data
OBJECTID
5078 BRKEY
4790 NBI No.
4790 On Under
1 Structure No.
0522R1729 X Control No.
022 Lane Ind.
Milepoint
17290 Facility Carried
S.H. 34 Feature Intersected
CREEK Division
05 County
009 Location
5.3 MI N JCT S.H. 152 Sufficiency
98.4 Kind Hwy
3 Level Service
1 Route No.
00034 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
32.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1936 ADT Total
800 ADT Year
2020 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
FG Appr. Roadway Width
30 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
38.999 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
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
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
1280 Future ADT Year
2040 Bypass Detour
9.941939 School Bus Rte.
3 Posted Weight
NR 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
04790 ODOT County
05 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.X5ft.X37ft. RDY. R.C.B. Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
0522 1729 X H Index
95.4985 Latitude
35:21:58.97 Longitude
-99:30:19.64 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 34 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
04790 Vault Link
http://plansrv1/bridgemaintvault/b04790 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
35.366381 Longitude DD
-99.505456 ODOT County Number
5 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
5078 x
-11076896.6930725 y
4213783.00068146 |
|||||||||||||||||||||||||||||||||||||
| 04789 | 0426 1542 X | 4789 | — | S.H. 3 | CREEK | 0426 1542 X | 2-10ft.X 10ft.X 110.4ft. R.C.BOX SK. 60 DEG. | 1936 | 36.61614722 | -100.55189722 | 23.95 | 100.5 | — | 2 | 30 | 3 | 98.5 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 90.1 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 2000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
5077 BRKEY
4789 NBI No.
4789 On Under
1 Structure No.
0426 1542 X Control No.
026 Lane Ind.
Milepoint
15420 Facility Carried
S.H. 3 Feature Intersected
CREEK Division
06 County
007 Location
15.4 MI.E. JCT. US 83 Sufficiency
90.1 Kind Hwy
3 Level Service
1 Route No.
00003 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
98.5 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
1936 ADT Total
2000 ADT Year
2022 Design Load
H 20 Skew
30 No. Main Spans
2 Road Width
98.5 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
3 Fill RCB
3 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
23.95 Deck Width
100.5 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 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
66.6 HS Inv. Rating Method
1 HS Inv. Method
39.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3200 Future ADT Year
2042 Bypass Detour
60.894376 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
04789 ODOT County
04 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 10ft.X 110.4ft. R.C.BOX SK. 60 DEG. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0426 1542 X H Index
90.4112 Latitude
36:36:58.13 Longitude
-100:33:06.83 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 3 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
04789 Vault Link
http://plansrv1/bridgemaintvault/b04789 GIS FO/SD
Meets Standards H Inv. Method
26.3 Latitude DD
36.61614722 Longitude DD
-100.55189722 ODOT County Number
4 Maint. Dist.
6 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
5077 x
-11193385.996828 y
4385736.86532864 |
|||||||||||||||||||||||||||||||||||||
| 04596 | 0420R1897 X | 4596 | — | U.S. 270 | CLEAR CREEK | 0420R1897 X | 12-30ft. I-BM. SPANS. | 1935 | 36.63666667 | -100.52333333 | 359.908 | 25 | — | 12 | 0 | 2 | 22.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, posting would be required but bridge is exempt (D) | 3 | Critical (2) | Poor (4) | Poor (4) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 1100 | 1999 | 4 | Unmatched |
|
Raw data
OBJECTID
5070 BRKEY
4596 NBI No.
4596 On Under
1 Structure No.
0420R1897 X Control No.
020 Lane Ind.
Milepoint
18970 Facility Carried
U.S. 270 Feature Intersected
CLEAR CREEK Division
06 County
007 Location
1.3 MI.N. JCT. SH3 Sufficiency
3 Kind Hwy
2 Level Service
1 Route No.
00270 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
07 - Major Collector (Rural) Year Built
1935 ADT Total
1100 ADT Year
1999 Design Load
H 20 Skew
0 No. Main Spans
12 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
23.999 Span Type Main
M Material
3 - Steel Design
02 Length
359.908 Deck Width
25 Bridge Open Closed
D TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
9 Deck Rating
4 Super Rating
4 Sub Rating
4 Chan. Rating
6 Culv. Rating
N Structure Rating
2 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
5 Approach Alignment
7 HS Operating Rating Method
2 HS Operating Rating
0 HS Inv. Rating Method
2 HS Inv. Method
0 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
1100 Future ADT Year
2017 Bypass Detour
57.787521 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
04596 ODOT County
04 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
12-30ft. I-BM. SPANS. Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
0420R1897 X H Index
100 Latitude
36:38:12 Longitude
-100:31:24 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
U.S. 270 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
04596 Vault Link
http://plansrv1/bridgemaintvault/b04596 GIS FO/SD
SD H Inv. Method
0 Latitude DD
36.63666667 Longitude DD
-100.52333333 ODOT County Number
4 Maint. Dist.
6 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
5070 x
-11190206.2791381 y
4388583.08777178 |
|||||||||||||||||||||||||||||||||||||
| 04595 | 0220R0627 X | 4595 | — | S.H. 11 | SALT FORK ARK RIV O'FLOW | 0220 0627 X | 12-30ft. I-BM. SPANS | 1935 | 36.80571111 | -98.24844722 | 360.892 | 25.699 | — | 12 | 0 | 2 | 24.501 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 37.5 | Poor (4) | Poor (4) | Poor (4) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1500 | 2012 | 4 | Unmatched |
|
Raw data
OBJECTID
5069 BRKEY
4595 NBI No.
4595 On Under
1 Structure No.
0220R0627 X Control No.
020 Lane Ind.
Milepoint
06270 Facility Carried
S.H. 11 Feature Intersected
SALT FORK ARK RIV O'FLOW Division
06 County
003 Location
6.4 MI.E. JCT. US 64 Sufficiency
37.5 Kind Hwy
3 Level Service
1 Route No.
00011 Service Type On
1 Service Type Off
9 Vertical Clearance
N Horizontal Clearance
24.501 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
1935 ADT Total
1500 ADT Year
2012 Design Load
H 20 Skew
0 No. Main Spans
12 Road Width
24.501 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
40 Span Type Main
M Material
3 - Steel Design
02 Length
360.892 Deck Width
25.699 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
4 Super Rating
4 Sub Rating
4 Chan. Rating
6 Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
47.62 HS Inv. Rating Method
1 HS Inv. Method
28.55 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2400 Future ADT Year
2032 Bypass Detour
34.175415 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
nr Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
04595 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
12-30ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
0220 0627 X H Index
61.1943 Latitude
36:48:20.56 Longitude
-98:14:54.41 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 11 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
04595 Vault Link
http://plansrv1/bridgemaintvault/b04595 GIS FO/SD
SD H Inv. Method
17.857 Latitude DD
36.80571111 Longitude DD
-98.24844722 ODOT County Number
2 Maint. Dist.
6 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
5069 x
-10936967.1157602 y
4412059.91132984 |
|||||||||||||||||||||||||||||||||||||
| 04593 | 5734R1529 X | 4593 | — | S.H. 99 | POND CREEK | 5734 1529 X | 160ft. HI. TRUSS, 2-60 | 1935 | 36.938719 | -96.204792 | 315 | 27.001 | — | 1 | 0 | 2 | 23.999 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Posted for load (P) | 35.3 | Poor (4) | Poor (4) | Poor (4) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 480 | 2019 | 4 | Unmatched |
|
Raw data
OBJECTID
5067 BRKEY
4593 NBI No.
4593 On Under
1 Structure No.
5734R1529 X Control No.
034 Lane Ind.
Milepoint
15290 Facility Carried
S.H. 99 Feature Intersected
POND CREEK Division
08 County
113 Location
5.1 MI. N. JCT. SH10 Sufficiency
35.3 Kind Hwy
3 Level Service
1 Route No.
00099 Service Type On
1 Service Type Off
5 Vertical Clearance
Y 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
1935 ADT Total
480 ADT Year
2019 Design Load
H 15 Skew
0 No. Main Spans
1 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
23.999 Span Type Main
M Material
3 - Steel Design
10 Length
315 Deck Width
27.001 Bridge Open Closed
P TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
4 Super Rating
4 Sub Rating
4 Chan. Rating
7 Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
N Bridge Posting
3 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
20.05 HS Inv. Rating Method
1 HS Inv. Method
19.952 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
768 Future ADT Year
2039 Bypass Detour
52.19518 School Bus Rte.
3 Posted Weight
101010 Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1403 Max Measured Clearance
1508 Min Measured Clearance
1410 NBI Rating
04593 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
160ft. HI. TRUSS, 2-60 Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5734 1529 X H Index
56.7485 Latitude
36:56:19.39 Longitude
-96:12:17.25 I257A
1 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
S.H. 99 Scour
8 Design Structure
10 - Truss - Thru FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
04593 Vault Link
http://plansrv1/bridgemaintvault/b04593 GIS FO/SD
SD H Inv. Method
19.9 Latitude DD
36.938719 Longitude DD
-96.204792 ODOT County Number
57 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
5067 x
-10709468.4573128 y
4430568.44486269 |
|||||||||||||||||||||||||||||||||||||
| 04592 | 0220R0673 X | 4592 | — | S.H. 11 | SALT FORK ARKANSAS RIVER | 0220 0673 X | 10-30ft. I-BM SPANS | 1935 | 36.80677222 | -98.24028611 | 300.853 | 26.001 | — | 10 | 0 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 14 | Serious (3) | Poor (4) | Serious (3) | Serious (3) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1500 | 2012 | 4 | Unmatched |
|
Raw data
OBJECTID
5066 BRKEY
4592 NBI No.
4592 On Under
1 Structure No.
0220R0673 X Control No.
020 Lane Ind.
Milepoint
06730 Facility Carried
S.H. 11 Feature Intersected
SALT FORK ARKANSAS RIVER Division
06 County
003 Location
6.8 MI.E. OF JCT.US64 Sufficiency
14 Kind Hwy
3 Level Service
1 Route No.
00011 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
1935 ADT Total
1500 ADT Year
2012 Design Load
H 20 Skew
0 No. Main Spans
10 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
40 Span Type Main
M Material
3 - Steel Design
02 Length
300.853 Deck Width
26.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
4 Super Rating
3 Sub Rating
3 Chan. Rating
6 Culv. Rating
N Structure Rating
3 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
45.305 HS Inv. Rating Method
1 HS Inv. Method
27.227 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2400 Future ADT Year
2032 Bypass Detour
34.175415 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
04592 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
1.001 Rt. Curb SW
1.001 Description
10-30ft. I-BM SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
0220 0673 X H Index
59.4117 Latitude
36:48:24.38 Longitude
-98:14:25.03 I257A
1 I257B
1 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
-1 NBI Text
04592 Vault Link
http://plansrv1/bridgemaintvault/b04592 GIS FO/SD
SD H Inv. Method
17.196 Latitude DD
36.80677222 Longitude DD
-98.24028611 ODOT County Number
2 Maint. Dist.
6 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
5066 x
-10936058.6251507 y
4412207.44127197 |
|||||||||||||||||||||||||||||||||||||
| 04591 | 3710R0045 X | 4591 | — | S.H. 33 | UNCLE JOHN'S CREEK | 3710 0045 X | 2-36ft., 3-60ft. I-BM. SPANS SK. 60 DEG. WITH 1-5ft. SIDEWALK | 1935 | 35.86091111 | -97.92466111 | 254.921 | 33.501 | — | 3 | 30 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 33.1 | Poor (4) | Serious (3) | Poor (4) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 16 - Minor Arterial (Urban) | B | 4200 | 2014 | 5 | Unmatched |
|
Raw data
OBJECTID
5065 BRKEY
4591 NBI No.
4591 On Under
1 Structure No.
3710R0045 X Control No.
010 Lane Ind.
Milepoint
00450 Facility Carried
S.H. 33 Feature Intersected
UNCLE JOHN'S CREEK Division
04 County
073 Location
.5 MI E JCT US 81 Sufficiency
33.1 Kind Hwy
3 Level Service
1 Route No.
00033 Service Type On
5 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
16 - Minor Arterial (Urban) Year Built
1935 ADT Total
4200 ADT Year
2014 Design Load
H 20 Skew
30 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
26.001 Span Type Main
M Material
3 - Steel Design
02 Length
254.921 Deck Width
33.501 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
4 Sub Rating
5 Chan. Rating
5 Culv. Rating
N Structure Rating
4 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
55.887 HS Inv. Rating Method
1 HS Inv. Method
33.51 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6720 Future ADT Year
2034 Bypass Detour
52.816551 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
35 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
04591 ODOT County
37 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
0 Lft. Curb SW
0 Rt. Curb SW
5 Description
2-36ft., 3-60ft. I-BM. SPANS SK. 60 DEG. WITH 1-5ft. SIDEWALK Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
3710 0045 X H Index
76.5088 Latitude
35:51:39.28 Longitude
-97:55:28.78 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 33 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
04591 Vault Link
http://plansrv1/bridgemaintvault/b04591 GIS FO/SD
SD H Inv. Method
25.353 Latitude DD
35.86091111 Longitude DD
-97.92466111 ODOT County Number
37 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
5065 x
-10900923.4108691 y
4281499.79415418 |
|||||||||||||||||||||||||||||||||||||
| 04500 | 2320 0154 X | 4500 | — | S.H. 15 | CREEK | 2320 0154 X | 5-10ft.X4ft.X44.5ft. RCB | 1935 | 36.27881944 | -99.86189167 | 54.003 | 83 | — | 5 | 0 | 2 | 81 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 95.7 | Good (7) | 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) | B | 2000 | 2022 | 2 | Unmatched |
|
Raw data
OBJECTID
5064 BRKEY
4500 NBI No.
4500 On Under
1 Structure No.
2320 0154 X Control No.
020 Lane Ind.
Milepoint
01540 Facility Carried
S.H. 15 Feature Intersected
CREEK Division
06 County
045 Location
1.4 MI NE US283 Sufficiency
95.7 Kind Hwy
3 Level Service
1 Route No.
00015 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
81 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
1935 ADT Total
2000 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
5 Road Width
81 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
54.003 Deck Width
83 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
8 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
58.9 HS Inv. Rating Method
1 HS Inv. Method
35.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3200 Future ADT Year
2042 Bypass Detour
27.999999 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
04500 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
5-10ft.X4ft.X44.5ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2320 0154 X H Index
83.9909 Latitude
36:16:43.75 Longitude
-99:51:42.81 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 15 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
2 Local Bridge ID
-1 NBI Text
04500 Vault Link
http://plansrv1/bridgemaintvault/b04500 GIS FO/SD
Meets Standards H Inv. Method
19.6 Latitude DD
36.27881944 Longitude DD
-99.86189167 ODOT County Number
23 Maint. Dist.
6 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
5064 x
-11116574.9303574 y
4339054.63099043 |
|||||||||||||||||||||||||||||||||||||
| 04788 | 4006R1474 X | 4788 | — | U.S. 59 | CREEK | 4006R1474 X | 2 - 10ft. X 7ft. X 118ft. RCB | 1997 | 35.23166667 | -94.67333333 | 20 | 0 | — | 2 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 79.2 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 10000 | 2002 | 4 | Unmatched |
|
Raw data
OBJECTID
5058 BRKEY
4788 NBI No.
4788 On Under
1 Structure No.
4006R1474 X Control No.
006 Lane Ind.
Milepoint
14740 Facility Carried
U.S. 59 Feature Intersected
CREEK Division
02 County
079 Location
14.8 MI N JCT US271 Sufficiency
79.2 Kind Hwy
2 Level Service
1 Route No.
00059 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
99.9 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1997 ADT Total
10000 ADT Year
2002 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
4 Fill RCB
01 Appr. Roadway Width
67.999 Span Type Main
M Material
1 - Concrete Design
19 Length
20 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
9 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
8 Structure Rating
8 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
48.612 HS Inv. Rating Method
1 HS Inv. Method
35.715 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
16000 Future ADT Year
2022 Bypass Detour
3.106856 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
04788 ODOT County
40 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2 - 10ft. X 7ft. X 118ft. RCB Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4006R1474 X H Index
100 Latitude
35:13:54 Longitude
-94:40:24 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
U.S. 59 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
051A NBI Text
04788 Vault Link
http://plansrv1/bridgemaintvault/b04788 GIS FO/SD
Meets Standards H Inv. Method
35.715 Latitude DD
35.23166667 Longitude DD
-94.67333333 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
5058 x
-10538987.2579975 y
4195408.45597204 |
|||||||||||||||||||||||||||||||||||||
| 04787 | 5802 1425 X | 4787 | — | U.S. 59 | CREEK | 5802 1425 X | 2-10ft. X 6ft. X 86ft. R. | 1936 | 36.82018889 | -94.92665 | 22.966 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 92.6 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 4100 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
5057 BRKEY
4787 NBI No.
4787 On Under
1 Structure No.
5802 1425 X Control No.
002 Lane Ind.
Milepoint
14250 Facility Carried
U.S. 59 Feature Intersected
CREEK Division
08 County
115 Location
6.7 MI N TURNPIKE Sufficiency
92.6 Kind Hwy
2 Level Service
1 Route No.
00059 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
83.999 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
1936 ADT Total
4100 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
3 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
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
110.2 HS Inv. Rating Method
1 HS Inv. Method
66.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6560 Future ADT Year
2042 Bypass Detour
14.291537 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
04787 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
2-10ft. X 6ft. X 86ft. R. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5802 1425 X H Index
100 Latitude
36:49:12.68 Longitude
-94:55:35.94 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 59 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
04787 Vault Link
http://plansrv1/bridgemaintvault/b04787 GIS FO/SD
Meets Standards H Inv. Method
36.9 Latitude DD
36.82018889 Longitude DD
-94.92665 ODOT County Number
58 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
5057 x
-10567186.3407113 y
4414072.98557558 |
|||||||||||||||||||||||||||||||||||||
| 04786 | 4034 1367 X | 4786 | — | S.H. 31 | CREEK | 4034 1367 X | (2) 10ft. X 4ft. X 46ft. RCB | 1936 | 35.18775556 | -94.69228611 | 22.999 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 80.9 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 3200 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
5056 BRKEY
4786 NBI No.
4786 On Under
1 Structure No.
4034 1367 X Control No.
034 Lane Ind.
Milepoint
13670 Facility Carried
S.H. 31 Feature Intersected
CREEK Division
02 County
079 Location
13.67 E HASKELL C/L Sufficiency
80.9 Kind Hwy
3 Level Service
1 Route No.
00031 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
07 - Major Collector (Rural) Year Built
1936 ADT Total
3200 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
4 Appr. Roadway Width
30 Span Type Main
M Material
1 - Concrete Design
19 Length
22.999 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 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
161.9 HS Inv. Rating Method
1 HS Inv. Method
97.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5120 Future ADT Year
2042 Bypass Detour
66.9 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
04786 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
(2) 10ft. X 4ft. X 46ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4034 1367 X H Index
98.35 Latitude
35:11:15.92 Longitude
-94:41:32.23 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 31 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
106 NBI Text
04786 Vault Link
http://plansrv1/bridgemaintvault/b04786 GIS FO/SD
Meets Standards H Inv. Method
54.1 Latitude DD
35.18775556 Longitude DD
-94.69228611 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
5056 x
-10541097.0718162 y
4189425.7382972 |
|||||||||||||||||||||||||||||||||||||
| 04785 | 4006 1308 X | 4785 | — | U.S. 59 | NUBBIN RIDGE CREEK | 4006 1308 X | (2) 10ft. X 8ft. X 160ft. RCB | 1936 | 35.20238889 | -94.67300556 | 22.999 | 0 | — | 2 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 69.9 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 8600 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
5055 BRKEY
4785 NBI No.
4785 On Under
1 Structure No.
4006 1308 X Control No.
006 Lane Ind.
Milepoint
13080 Facility Carried
U.S. 59 Feature Intersected
NUBBIN RIDGE CREEK Division
02 County
079 Location
13.08 N JCT US-271 Sufficiency
69.9 Kind Hwy
2 Level Service
1 Route No.
00059 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
43.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1936 ADT Total
8600 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
4 Appr. Roadway Width
43.999 Span Type Main
M Material
1 - Concrete Design
19 Length
22.999 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.
3 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
9 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
13760 Future ADT Year
2042 Bypass Detour
38.8 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
04785 ODOT County
40 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(2) 10ft. X 8ft. X 160ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4006 1308 X H Index
98.9816 Latitude
35:12:08.6 Longitude
-94:40:22.82 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
055 NBI Text
04785 Vault Link
http://plansrv1/bridgemaintvault/b04785 GIS FO/SD
Meets Standards H Inv. Method
20.1 Latitude DD
35.20238889 Longitude DD
-94.67300556 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
5055 x
-10538950.770808 y
4191419.11308016 |
|||||||||||||||||||||||||||||||||||||
| 04784 | 4034 1276 X | 4784 | — | S.H. 31 | CREEK | 4034 1276 X | (2) 10ft. X 7ft. X 44ft. RCB | 1936 | 35.18761667 | -94.70846667 | 22.999 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 80.9 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 3200 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
5054 BRKEY
4784 NBI No.
4784 On Under
1 Structure No.
4034 1276 X Control No.
034 Lane Ind.
Milepoint
12760 Facility Carried
S.H. 31 Feature Intersected
CREEK Division
02 County
079 Location
12.76 E HASKELL C/L Sufficiency
80.9 Kind Hwy
3 Level Service
1 Route No.
00031 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
07 - Major Collector (Rural) Year Built
1936 ADT Total
3200 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
3 Appr. Roadway Width
30 Span Type Main
M Material
1 - Concrete Design
19 Length
22.999 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
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
5120 Future ADT Year
2042 Bypass Detour
66.9 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
04784 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
(2) 10ft. X 7ft. X 44ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4034 1276 X H Index
97.69 Latitude
35:11:15.42 Longitude
-94:42:30.48 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 31 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
105 NBI Text
04784 Vault Link
http://plansrv1/bridgemaintvault/b04784 GIS FO/SD
Meets Standards H Inv. Method
20.2 Latitude DD
35.18761667 Longitude DD
-94.70846667 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
5054 x
-10542898.2835161 y
4189406.82020717 |
|||||||||||||||||||||||||||||||||||||
| 04783 | 0851 1263 X | 4783 | — | S.H. 146 | CREEK | 0851 1263 X | 2-10ft.X 5ft.X 30ft. R.C.B | 1936 | 35.27909167 | -98.41208056 | 22.966 | 30 | — | 2 | 0 | 2 | 30 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 97.1 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 720 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
5053 BRKEY
4783 NBI No.
4783 On Under
1 Structure No.
0851 1263 X Control No.
051 Lane Ind.
Milepoint
12630 Facility Carried
S.H. 146 Feature Intersected
CREEK Division
07 County
015 Location
.9 MI S JCT SH 152 Sufficiency
97.1 Kind Hwy
3 Level Service
1 Route No.
00146 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1936 ADT Total
720 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
30 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
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
5 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.1 HS Inv. Rating Method
2 HS Inv. Method
36 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
1152 Future ADT Year
2042 Bypass Detour
34.175415 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
04783 ODOT County
08 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 5ft.X 30ft. R.C.B Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0851 1263 X H Index
100 Latitude
35:16:44.73 Longitude
-98:24:43.49 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 146 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
106 NBI Text
04783 Vault Link
http://plansrv1/bridgemaintvault/b04783 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
35.27909167 Longitude DD
-98.41208056 ODOT County Number
8 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
5053 x
-10955182.6958458 y
4201873.56597406 |
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| 04590 | 0527R0052 X | 4590 | — | S.H. 152 | SWEET WATER CREEK | 0527 0052 X | 8-30ft. STEEL I-BEAM SPANS W/ TIMBER PILES | 1935 | 35.42230833 | -99.96961944 | 241.142 | 26.001 | — | 8 | 0 | 2 | 24.003 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 27.9 | 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 | 2600 | 2011 | 4 | Unmatched |
|
Raw data
OBJECTID
5046 BRKEY
4590 NBI No.
4590 On Under
1 Structure No.
0527R0052 X Control No.
027 Lane Ind.
Milepoint
00520 Facility Carried
S.H. 152 Feature Intersected
SWEET WATER CREEK Division
05 County
009 Location
1.9 MI E TEXAS ST LINE Sufficiency
27.9 Kind Hwy
3 Level Service
1 Route No.
00152 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
24.003 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1935 ADT Total
2600 ADT Year
2011 Design Load
H 20 Skew
0 No. Main Spans
8 Road Width
24.003 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
26.001 Span Type Main
M Material
3 - Steel Design
02 Length
241.142 Deck Width
26.001 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
4 Super Rating
4 Sub Rating
4 Chan. Rating
6 Culv. Rating
N Structure Rating
4 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
41.7 HS Inv. Rating Method
1 HS Inv. Method
25 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4160 Future ADT Year
2031 Bypass Detour
42.874612 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
04590 ODOT County
05 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
1.001 Rt. Curb SW
1.001 Description
8-30ft. STEEL I-BEAM SPANS W/ TIMBER PILES Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
0527 0052 X H Index
51.3145 Latitude
35:25:20.31 Longitude
-99:58:10.63 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 152 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
04590 Vault Link
http://plansrv1/bridgemaintvault/b04590 GIS FO/SD
SD H Inv. Method
15.6 Latitude DD
35.42230833 Longitude DD
-99.96961944 ODOT County Number
5 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
5046 x
-11128567.1308581 y
4221420.28869409 |
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| 04782 | 0846 1232 X | 4782 | — | S.H. 19 | CREEK | 0846 1232 X | 2-10ft.X 6ft.X 37ft. R.C.B | 1936 | 34.89863611 | -98.42105278 | 22.966 | 37.001 | — | 2 | 0 | 2 | 37.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 97 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1600 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
5034 BRKEY
4782 NBI No.
4782 On Under
1 Structure No.
0846 1232 X Control No.
046 Lane Ind.
Milepoint
12320 Facility Carried
S.H. 19 Feature Intersected
CREEK Division
07 County
015 Location
3.2 MI W JCT US 62 Sufficiency
97 Kind Hwy
3 Level Service
1 Route No.
00019 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
07 - Major Collector (Rural) Year Built
1936 ADT Total
1600 ADT Year
2022 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
FG Appr. Roadway Width
30 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
37.001 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
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
61.9 HS Inv. Rating Method
1 HS Inv. Method
37.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2560 Future ADT Year
2042 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
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
04782 ODOT County
08 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 6ft.X 37ft. R.C.B Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0846 1232 X H Index
100 Latitude
34:53:55.09 Longitude
-98:25:15.79 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 19 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
99 NBI Text
04782 Vault Link
http://plansrv1/bridgemaintvault/b04782 GIS FO/SD
Meets Standards H Inv. Method
20.6 Latitude DD
34.89863611 Longitude DD
-98.42105278 ODOT County Number
8 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
5034 x
-10956181.4788075 y
4150114.71401984 |