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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| 07314 | 1820R1588 X | 7314 | — | S.H. 10 | EAST FORK OF BIG CREEK | 1820 1588 X | 40ft.-60ft.-40ft. I-BM. SPANS SK. 60 DEG. | 1939 | 36.88766389 | -95.38308333 | 142.06 | 27.001 | — | 3 | 30 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 53.4 | 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 | 250 | 2016 | 5 | Unmatched |
|
Raw data
OBJECTID
6888 BRKEY
7314 NBI No.
7314 On Under
1 Structure No.
1820R1588 X Control No.
020 Lane Ind.
Milepoint
15880 Facility Carried
S.H. 10 Feature Intersected
EAST FORK OF BIG CREEK Division
08 County
035 Location
16 MI W JCT US 59 Sufficiency
53.4 Kind Hwy
3 Level Service
1 Route No.
00010 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
1939 ADT Total
250 ADT Year
2016 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
142.06 Deck Width
27.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
4 Deck Rating
4 Super Rating
4 Sub Rating
5 Chan. Rating
8 Culv. Rating
N Structure Rating
4 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
52.47 HS Inv. Rating Method
1 HS Inv. Method
31.526 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
400 Future ADT Year
2036 Bypass Detour
85.127853 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
-1 Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
07314 ODOT County
18 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
40ft.-60ft.-40ft. I-BM. SPANS SK. 60 DEG. Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1820 1588 X H Index
58.3336 Latitude
36:53:15.59 Longitude
-95:22:59.1 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 10 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
07314 Vault Link
http://plansrv1/bridgemaintvault/b07314 GIS FO/SD
SD H Inv. Method
24.251 Latitude DD
36.88766389 Longitude DD
-95.38308333 ODOT County Number
18 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
6888 x
-10617996.266588 y
4423460.12788766 |
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| 07313 | 6018R1066SX | 7313 | — | S.H. 51 EB | HARRINGTON CREEK | 6018 1066SX | 40ft.-60ft.-40ft. I-BM SPANS W/ PARAPET RETRO-FIT RAILS | 1939 | 36.11645 | -97.17253611 | 141.332 | 28.999 | — | 3 | 0 | 2 | 26.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 41 | Poor (4) | Poor (4) | Poor (4) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 5600 | 2011 | 5 | Unmatched |
|
Raw data
OBJECTID
6887 BRKEY
7313 NBI No.
7313 On Under
1 Structure No.
6018R1066SX Control No.
018 Lane Ind.
S Milepoint
10660 Facility Carried
S.H. 51 EB Feature Intersected
HARRINGTON CREEK Division
04 County
119 Location
6.8 MI W JCT US 177 Sufficiency
41 Kind Hwy
3 Level Service
1 Route No.
00051 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
26.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1939 ADT Total
5600 ADT Year
2011 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
-1 Appr. Roadway Width
26.001 Span Type Main
M Material
3 - Steel Design
02 Length
141.332 Deck Width
28.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
4 Super Rating
4 Sub Rating
5 Chan. Rating
6 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
41.667 HS Inv. Rating Method
1 HS Inv. Method
25.022 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8960 Future ADT Year
2031 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
07313 ODOT County
60 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
2 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
40ft.-60ft.-40ft. I-BM SPANS W/ PARAPET RETRO-FIT RAILS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6018 1066SX H Index
62.2717 Latitude
36:06:59.22 Longitude
-97:10:21.13 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 51 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
07313 Vault Link
http://plansrv1/bridgemaintvault/b07313 GIS FO/SD
SD H Inv. Method
18.409 Latitude DD
36.11645 Longitude DD
-97.17253611 ODOT County Number
60 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
6887 x
-10817197.2388562 y
4316656.56561286 |
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| 07312 | 0922R0369SX | 7312 | — | S.H. 3 | CREEK | 0922R0369SX | 40ft.-60ft.-40ft. I-BM. SPANS WITH 2-18ft. SAFETY CURBS | 1939 | 35.68666667 | -97.94 | 141.076 | 41.001 | — | 3 | 0 | 3 | 36.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 48.2 | Satisfactory (6) | Serious (3) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 2930 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
6886 BRKEY
7312 NBI No.
7312 On Under
1 Structure No.
0922R0369SX Control No.
022 Lane Ind.
S Milepoint
03690 Facility Carried
S.H. 3 Feature Intersected
CREEK Division
04 County
017 Location
1.3 MI.S.E. JCT.US81 Sufficiency
48.2 Kind Hwy
3 Level Service
1 Route No.
00003 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
36.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1939 ADT Total
2930 ADT Year
1999 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
36.001 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
3 Fill RCB
-1 Appr. Roadway Width
37.999 Span Type Main
M Material
3 - Steel Design
02 Length
141.076 Deck Width
41.001 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
8 Sub Rating
7 Chan. Rating
5 Culv. Rating
N Structure Rating
6 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
5 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
24.802 HS Inv. Rating Method
2 HS Inv. Method
24.802 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
3300 Future ADT Year
2017 Bypass Detour
36.039529 School Bus Rte.
0 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
07312 ODOT County
09 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
40ft.-60ft.-40ft. I-BM. SPANS WITH 2-18ft. SAFETY CURBS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
0922R0369SX H Index
100 Latitude
35:41:12 Longitude
-97:56:24 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 3 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
07312 Vault Link
http://plansrv1/bridgemaintvault/b07312 GIS FO/SD
SD H Inv. Method
19.842 Latitude DD
35.68666667 Longitude DD
-97.94 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
6886 x
-10902630.9282932 y
4257592.40054295 |
|||||||||||||||||||||||||||||||||||||
| 07311 | 2320R1710 X | 7311 | — | S.H. 15 | BOGGY CREEK | 2320R1710 X | 4-30ft. I-BM. SPANS | 1939 | 36.37833333 | -99.61333333 | 121.063 | 27.799 | — | 4 | 0 | 2 | 26.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, posting would be required but bridge is exempt (D) | 12.8 | Critical (2) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1500 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
6885 BRKEY
7311 NBI No.
7311 On Under
1 Structure No.
2320R1710 X Control No.
020 Lane Ind.
Milepoint
17100 Facility Carried
S.H. 15 Feature Intersected
BOGGY CREEK Division
06 County
045 Location
17.1 MI NE US283 Sufficiency
12.8 Kind Hwy
3 Level Service
1 Route No.
00015 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
26.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1939 ADT Total
1500 ADT Year
1999 Design Load
H 15 Skew
0 No. Main Spans
4 Road Width
26.001 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
27.001 Span Type Main
M Material
3 - Steel Design
02 Length
121.063 Deck Width
27.799 Bridge Open Closed
D TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
9 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
6 Culv. Rating
N Structure Rating
2 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
6 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
1500 Future ADT Year
2017 Bypass Detour
44.738726 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
07311 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
1.001 Rt. Curb SW
1.001 Description
4-30ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
2320R1710 X H Index
100 Latitude
36:22:42 Longitude
-99:36:48 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 15 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
07311 Vault Link
http://plansrv1/bridgemaintvault/b07311 GIS FO/SD
Meets Standards H Inv. Method
0 Latitude DD
36.37833333 Longitude DD
-99.61333333 ODOT County Number
23 Maint. Dist.
6 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
6885 x
-11088905.5425162 y
4352805.10997879 |
|||||||||||||||||||||||||||||||||||||
| 07310 | 4042 0568 X | 7310 | — | S.H. 83 | PETER HARRIS CREEK | 4042 0535 X | 36ft. - 50ft. - 36ft. I-BEAM | 1939 | 34.99365278 | -94.54166111 | 123.999 | 27.001 | — | 3 | 0 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 49.1 | Fair (5) | Fair (5) | Fair (5) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
6884 BRKEY
7310 NBI No.
7310 On Under
1 Structure No.
4042 0568 X Control No.
042 Lane Ind.
Milepoint
05680 Facility Carried
S.H. 83 Feature Intersected
PETER HARRIS CREEK Division
02 County
079 Location
5.68 E JCT US-59 Sufficiency
49.1 Kind Hwy
3 Level Service
1 Route No.
00083 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
1939 ADT Total
2200 ADT Year
2022 Design Load
H 15 Skew
0 No. Main Spans
3 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
27.999 Span Type Main
M Material
3 - Steel Design
02 Length
123.999 Deck Width
27.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
5 Sub Rating
6 Chan. Rating
7 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
49 HS Inv. Rating Method
1 HS Inv. Method
29 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3520 Future ADT Year
2042 Bypass Detour
66.5 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
07310 ODOT County
40 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
36ft. - 50ft. - 36ft. I-BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4042 0535 X H Index
82.2003 Latitude
34:59:37.15 Longitude
-94:32:29.98 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 83 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
161 NBI Text
07310 Vault Link
http://plansrv1/bridgemaintvault/b07310 GIS FO/SD
FO H Inv. Method
23 Latitude DD
34.99365278 Longitude DD
-94.54166111 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
6884 x
-10524329.5735154 y
4163018.61567017 |
|||||||||||||||||||||||||||||||||||||
| 07309 | 3212 0092 X | 7309 | — | S.H. 9 | LONG GEORGE CREEK | 3212 0092 X | 30ft.-60ft.-30ft. I-BM SPA | 1939 | 35.23364167 | -96.42531111 | 121.299 | 26.001 | — | 3 | 0 | 2 | 26.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 84.8 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
6883 BRKEY
7309 NBI No.
7309 On Under
1 Structure No.
3212 0092 X Control No.
012 Lane Ind.
Milepoint
00920 Facility Carried
S.H. 9 Feature Intersected
LONG GEORGE CREEK Division
03 County
063 Location
0.9 MI E SEMINOLE CO Sufficiency
84.8 Kind Hwy
3 Level Service
1 Route No.
00009 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
26.001 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
1939 ADT Total
1200 ADT Year
2022 Design Load
H 15 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
26.001 Span Type Main
M Material
3 - Steel Design
02 Length
121.299 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
6 Super Rating
6 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
6 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
65 HS Inv. Rating Method
1 HS Inv. Method
39 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1920 Future ADT Year
2042 Bypass Detour
18.019764 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
07309 ODOT County
32 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
30ft.-60ft.-30ft. I-BM SPA Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3212 0092 X H Index
92.3924 Latitude
35:14:01.11 Longitude
-96:25:31.12 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 9 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
07309 Vault Link
http://plansrv1/bridgemaintvault/b07309 GIS FO/SD
Meets Standards H Inv. Method
27 Latitude DD
35.23364167 Longitude DD
-96.42531111 ODOT County Number
32 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
6883 x
-10734016.5323482 y
4195677.61809513 |
|||||||||||||||||||||||||||||||||||||
| 07218 | 0922 1670 X | 7218 | — | S.H. 3 | SPRING CREEK | 0922 1670 X | (12ft.-14ft.-12ft.)X 10ft. X 104ft. R.C. BOX W/ 3ft. ADDTft.L CURTAIN WALLS | 1939 | 35.599325 | -97.73334167 | 40 | 0 | — | 3 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 68.9 | 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 | 11800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
6882 BRKEY
7218 NBI No.
7218 On Under
1 Structure No.
0922 1670 X Control No.
022 Lane Ind.
Milepoint
16700 Facility Carried
S.H. 3 Feature Intersected
SPRING CREEK Division
04 County
017 Location
0.7 MI. E. JCT. SH4 Sufficiency
68.9 Kind Hwy
3 Level Service
1 Route No.
00003 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
82.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1939 ADT Total
11800 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
3 Appr. Roadway Width
67.999 Span Type Main
M Material
1 - Concrete Design
19 Length
40 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
59.88 HS Inv. Rating Method
1 HS Inv. Method
35.86 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
18880 Future ADT Year
2042 Bypass Detour
34.796787 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
07218 ODOT County
09 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(12ft.-14ft.-12ft.)X 10ft. X 104ft. R.C. BOX W/ 3ft. ADDTft.L CURTAIN WALLS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0922 1670 X H Index
96.3617 Latitude
35:35:57.57 Longitude
-97:44:00.03 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 3 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
07218 Vault Link
http://plansrv1/bridgemaintvault/b07218 GIS FO/SD
Meets Standards H Inv. Method
21.11 Latitude DD
35.599325 Longitude DD
-97.73334167 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
6882 x
-10879625.8282294 y
4245628.2483532 |
|||||||||||||||||||||||||||||||||||||
| 07217 | 0922 1545 X | 7217 | — | S.H. 3 | CREEK | 0922 1545 X | (12ft.-14ft.-12ft.)X 12ft. X 134ft. R.C.BOX W/ 3ft. ADDTft.L CURTAIN WALLS | 1939 | 35.607925 | -97.75317222 | 40 | 0 | — | 3 | 0 | 5 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 66.9 | 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) | B | 9600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
6881 BRKEY
7217 NBI No.
7217 On Under
1 Structure No.
0922 1545 X Control No.
022 Lane Ind.
Milepoint
15450 Facility Carried
S.H. 3 Feature Intersected
CREEK Division
04 County
017 Location
0.6 MI. W. JCT. SH4 Sufficiency
66.9 Kind Hwy
3 Level Service
1 Route No.
00003 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
99.9 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
1939 ADT Total
9600 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
5 Fill RCB
4 Appr. Roadway Width
90 Span Type Main
M Material
1 - Concrete Design
19 Length
40 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
70.51 HS Inv. Rating Method
1 HS Inv. Method
42.22 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
15360 Future ADT Year
2042 Bypass Detour
34.796787 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
07217 ODOT County
09 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(12ft.-14ft.-12ft.)X 12ft. X 134ft. R.C.BOX W/ 3ft. ADDTft.L CURTAIN WALLS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0922 1545 X H Index
97.7152 Latitude
35:36:28.53 Longitude
-97:45:11.42 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 3 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
07217 Vault Link
http://plansrv1/bridgemaintvault/b07217 GIS FO/SD
Meets Standards H Inv. Method
24.9 Latitude DD
35.607925 Longitude DD
-97.75317222 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
6881 x
-10881833.3549576 y
4246805.70511624 |
|||||||||||||||||||||||||||||||||||||
| 07216 | 2628R1431 X | 7216 | — | S.H. 37 | CREEK | 2628R1431 X | (12ft.-14ft.-12ft.)X 12ft.X 30ft. RCBOX WITH HANDRAILS & DROP APRON & 3ft. CURTAIN WALL | 1939 | 35.29166667 | -97.71166667 | 41.995 | 32.001 | — | 3 | 0 | 2 | 30 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 62.7 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 7620 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
6880 BRKEY
7216 NBI No.
7216 On Under
1 Structure No.
2628R1431 X Control No.
028 Lane Ind.
Milepoint
14310 Facility Carried
S.H. 37 Feature Intersected
CREEK Division
07 County
051 Location
5.9 MI E SH92 Sufficiency
62.7 Kind Hwy
3 Level Service
1 Route No.
00037 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
30 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1939 ADT Total
7620 ADT Year
1999 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
2 Fill RCB
02 Appr. Roadway Width
32.001 Span Type Main
M Material
1 - Concrete Design
19 Length
41.995 Deck Width
32.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
9 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
4 Culv. Rating
7 Structure Rating
7 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
48.612 HS Inv. Rating Method
2 HS Inv. Method
48.612 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
7100 Future ADT Year
2017 Bypass Detour
47.22421 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
07216 ODOT County
26 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(12ft.-14ft.-12ft.)X 12ft.X 30ft. RCBOX WITH HANDRAILS & DROP APRON & 3ft. CURTAIN WALL Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
2628R1431 X H Index
100 Latitude
35:17:30 Longitude
-97:42:42 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
S.H. 37 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
76-26 NBI Text
07216 Vault Link
http://plansrv1/bridgemaintvault/b07216 GIS FO/SD
Meets Standards H Inv. Method
35.715 Latitude DD
35.29166667 Longitude DD
-97.71166667 ODOT County Number
26 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
6880 x
-10877212.9782665 y
4203588.46036065 |
|||||||||||||||||||||||||||||||||||||
| 07215 | 0304 1367 X | 7215 | — | U.S. 69 | CHILLY CREEK | 0304 1367 X | (12ft. - 14ft. - 12ft.) X 10ft. X 174ft. LONG RCB | 1939 | 34.54331111 | -96.02642222 | 42.001 | 0 | — | 3 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 58.7 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 14700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
6879 BRKEY
7215 NBI No.
7215 On Under
1 Structure No.
0304 1367 X Control No.
004 Lane Ind.
Milepoint
13670 Facility Carried
U.S. 69 Feature Intersected
CHILLY CREEK Division
02 County
005 Location
13.67 N JCT SH-7 Sufficiency
58.7 Kind Hwy
2 Level Service
1 Route No.
00069 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
53.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1939 ADT Total
14700 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
FG Appr. Roadway Width
53.999 Span Type Main
M Material
1 - Concrete Design
19 Length
42.001 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
46.29 HS Inv. Rating Method
1 HS Inv. Method
27.72 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
23520 Future ADT Year
2042 Bypass Detour
78.29277 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
07215 ODOT County
03 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
18.999 Rt. Curb SW
1.001 Description
(12ft. - 14ft. - 12ft.) X 10ft. X 174ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0304 1367 X H Index
66.3486 Latitude
34:32:35.92 Longitude
-96:01:35.12 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 69 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
23 NBI Text
07215 Vault Link
http://plansrv1/bridgemaintvault/b07215 GIS FO/SD
Meets Standards H Inv. Method
16.29 Latitude DD
34.54331111 Longitude DD
-96.02642222 ODOT County Number
3 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
6879 x
-10689612.4242303 y
4101990.84335716 |
|||||||||||||||||||||||||||||||||||||
| 07214 | 0922 1357 X | 7214 | — | S.H. 3 | DEER CREEK | 0922 1357 X | (12ft.-14ft.-12ft.) X 12ft. X 193ft. R.C.BOX | 1939 | 35.62088611 | -97.78267778 | 40 | 0 | — | 3 | 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) | B | 8100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
6878 BRKEY
7214 NBI No.
7214 On Under
1 Structure No.
0922 1357 X Control No.
022 Lane Ind.
Milepoint
13570 Facility Carried
S.H. 3 Feature Intersected
DEER CREEK Division
04 County
017 Location
11.5 MI.S.E. JCT.US81 Sufficiency
69.9 Kind Hwy
3 Level Service
1 Route No.
00003 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
99.9 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
1939 ADT Total
8100 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
4 Appr. Roadway Width
76.001 Span Type Main
M Material
1 - Concrete Design
19 Length
40 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
70.51 HS Inv. Rating Method
1 HS Inv. Method
42.22 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
12960 Future ADT Year
2042 Bypass Detour
34.796787 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
07214 ODOT County
09 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(12ft.-14ft.-12ft.) X 12ft. X 193ft. R.C.BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0922 1357 X H Index
97.733 Latitude
35:37:15.19 Longitude
-97:46:57.64 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 3 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
07214 Vault Link
http://plansrv1/bridgemaintvault/b07214 GIS FO/SD
Meets Standards H Inv. Method
24.9 Latitude DD
35.62088611 Longitude DD
-97.78267778 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
6878 x
-10885117.8988723 y
4248580.49619323 |
|||||||||||||||||||||||||||||||||||||
| 07213 | 4904 1224 X | 7213 | — | U.S. 69 | CREEK | 4904 1224 X | (12ft.-14ft.-12ft.)X 12ft.X 142ft. R.C.BOX | 1939 | 36.47570278 | -95.25662778 | 41.995 | 0 | — | 3 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 51.9 | Poor (4) | 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 | 8700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
6877 BRKEY
7213 NBI No.
7213 On Under
1 Structure No.
4904 1224 X Control No.
004 Lane Ind.
Milepoint
12240 Facility Carried
U.S. 69 Feature Intersected
CREEK Division
08 County
097 Location
12.5 MI N JCT SH 20 Sufficiency
51.9 Kind Hwy
2 Level Service
1 Route No.
00069 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
1939 ADT Total
8700 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
FG Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
41.995 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
4 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
36 HS Inv. Rating Method
1 HS Inv. Method
21.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
13920 Future ADT Year
2042 Bypass Detour
42.253241 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
07213 ODOT County
49 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(12ft.-14ft.-12ft.)X 12ft.X 142ft. R.C.BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4904 1224 X H Index
88.1149 Latitude
36:28:32.53 Longitude
-95:15:23.86 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 69 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
07213 Vault Link
http://plansrv1/bridgemaintvault/b07213 GIS FO/SD
Meets Standards H Inv. Method
13.8 Latitude DD
36.47570278 Longitude DD
-95.25662778 ODOT County Number
49 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
6877 x
-10603919.299154 y
4366276.31722894 |
|||||||||||||||||||||||||||||||||||||
| 07305 | 0710 1798 X | 7305 | — | U.S. 70 | SULPHUR CREEK | 0710 1798 X | 30ft. - 50ft. - 30ft. I-BEAM | 1939 | 34.000689 | -96.066836 | 111.001 | 43 | — | 3 | 0 | 2 | 40 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 87.7 | Very good (8) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 3100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
6861 BRKEY
7305 NBI No.
7305 On Under
1 Structure No.
0710 1798 X Control No.
010 Lane Ind.
Milepoint
17980 Facility Carried
U.S. 70 Feature Intersected
SULPHUR CREEK Division
02 County
013 Location
17.98 E JCT SH-78 Sufficiency
87.7 Kind Hwy
2 Level Service
1 Route No.
00070 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1939 ADT Total
3100 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
3 - Steel Design
02 Length
111.001 Deck Width
43 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
7 Culv. Rating
N Structure Rating
8 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
63 HS Inv. Rating Method
3 HS Inv. Method
48 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
4960 Future ADT Year
2042 Bypass Detour
50.952437 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
07305 ODOT County
07 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
1.5 Rt. Curb SW
1.5 Description
30ft. - 50ft. - 30ft. I-BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0710 1798 X H Index
100 Latitude
34:00:02.48 Longitude
-96:04:00.61 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 70 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
051 NBI Text
07305 Vault Link
http://plansrv1/bridgemaintvault/b07305 GIS FO/SD
Meets Standards H Inv. Method
47 Latitude DD
34.000689 Longitude DD
-96.066836 ODOT County Number
7 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
6861 x
-10694111.2656409 y
4028894.54237585 |
|||||||||||||||||||||||||||||||||||||
| 07304 | 1904 1340SX | 7304 | — | S.H. 66 | LITTLE POLECAT CREEK | 1904 1340SX | 30ft.-50ft.-30ft. I-BM. SPANS | 1939 | 35.93166944 | -96.232575 | 111.33 | 32.001 | — | 3 | 0 | 1 | 32.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 87 | Fair (5) | Very good (8) | Good (7) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
6860 BRKEY
7304 NBI No.
7304 On Under
1 Structure No.
1904 1340SX Control No.
004 Lane Ind.
S Milepoint
13400 Facility Carried
S.H. 66 Feature Intersected
LITTLE POLECAT CREEK Division
08 County
037 Location
13.4 MI NE JCT SH 48 Sufficiency
87 Kind Hwy
3 Level Service
1 Route No.
00066 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
1939 ADT Total
1800 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
32.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
1 Fill RCB
Appr. Roadway Width
32.001 Span Type Main
M Material
3 - Steel Design
02 Length
111.33 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.
3 Deck Rating
8 Super Rating
7 Sub Rating
5 Chan. Rating
8 Culv. Rating
N Structure Rating
5 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
5 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
73 HS Inv. Rating Method
1 HS Inv. Method
44 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2880 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
07304 ODOT County
19 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
30ft.-50ft.-30ft. I-BM. SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1904 1340SX H Index
98.5535 Latitude
35:55:54.01 Longitude
-96:13:57.27 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 66 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
07304 Vault Link
http://plansrv1/bridgemaintvault/b07304 GIS FO/SD
Meets Standards H Inv. Method
33 Latitude DD
35.93166944 Longitude DD
-96.232575 ODOT County Number
19 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
6860 x
-10712561.2467255 y
4291223.26113907 |
|||||||||||||||||||||||||||||||||||||
| 07303 | 4046R0496 X | 7303 | — | S.H. 128 | SUGAR CREEK | 4046 0496 X | (5) 20ft. concrete slab spans | 1939 | 34.98567222 | -94.60458056 | 110.892 | 26.499 | — | 5 | 0 | 2 | 23.999 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 52.3 | Poor (4) | Satisfactory (6) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 800 | 2006 | 5 | Unmatched |
|
Raw data
OBJECTID
6859 BRKEY
7303 NBI No.
7303 On Under
1 Structure No.
4046R0496 X Control No.
046 Lane Ind.
Milepoint
04960 Facility Carried
S.H. 128 Feature Intersected
SUGAR CREEK Division
02 County
079 Location
5.2 MI E JCT US-59 Sufficiency
52.3 Kind Hwy
3 Level Service
1 Route No.
00128 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
1939 ADT Total
800 ADT Year
2006 Design Load
H 15 Skew
0 No. Main Spans
5 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
1 - Concrete Design
01 Length
110.892 Deck Width
26.499 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
7 Sub Rating
6 Chan. Rating
7 Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
N Bridge Posting
2 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
42.659 HS Inv. Rating Method
1 HS Inv. Method
17.968 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1280 Future ADT Year
2026 Bypass Detour
39.767756 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
07303 ODOT County
40 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
(5) 20ft. concrete slab spans Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4046 0496 X H Index
88.677 Latitude
34:59:08.42 Longitude
-94:36:16.49 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
_ Scour
8 Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
184 NBI Text
07303 Vault Link
http://plansrv1/bridgemaintvault/b07303 GIS FO/SD
Meets Standards H Inv. Method
13.999 Latitude DD
34.98567222 Longitude DD
-94.60458056 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
6859 x
-10531333.7346504 y
4161934.22641942 |
|||||||||||||||||||||||||||||||||||||
| 07212 | 0304 1204 X | 7212 | — | U.S. 69 | ELM CREEK | 0304 1204 X | (12ft. - 14ft. - 12ft.) X 8ft. X 179ft. LONG RCB | 1939 | 34.52108611 | -96.03517222 | 42.001 | 0 | — | 3 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 59.6 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 15000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
6858 BRKEY
7212 NBI No.
7212 On Under
1 Structure No.
0304 1204 X Control No.
004 Lane Ind.
Milepoint
12040 Facility Carried
U.S. 69 Feature Intersected
ELM CREEK Division
02 County
005 Location
12.04 N JCT SH-7 Sufficiency
59.6 Kind Hwy
2 Level Service
1 Route No.
00069 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
53.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1939 ADT Total
15000 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
FG Appr. Roadway Width
53.999 Span Type Main
M Material
1 - Concrete Design
19 Length
42.001 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
8 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
47.64 HS Inv. Rating Method
1 HS Inv. Method
28.52 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
24000 Future ADT Year
2042 Bypass Detour
78.299999 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
07212 ODOT County
03 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
1.001 Rt. Curb SW
1.001 Description
(12ft. - 14ft. - 12ft.) X 8ft. X 179ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0304 1204 X H Index
99.2624 Latitude
34:31:15.91 Longitude
-96:02:06.62 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 69 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
22 NBI Text
07212 Vault Link
http://plansrv1/bridgemaintvault/b07212 GIS FO/SD
Meets Standards H Inv. Method
16.77 Latitude DD
34.52108611 Longitude DD
-96.03517222 ODOT County Number
3 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
6858 x
-10690586.4697747 y
4098987.62361265 |
|||||||||||||||||||||||||||||||||||||
| 07211 | 6018 1163SX | 7211 | — | S.H. 51 | CREEK | 6018 1163SX | (12ft.-14ft.-12ft.) X 8ft. X 32ft. RCB SK.60 DEG. W/ PARAPET RAILS | 1939 | 36.11583333 | -97.15583333 | 46.001 | 33.999 | — | 3 | 30 | 2 | 31.998 | 1 - Concrete | Culvert (19) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 81.1 | Poor (4) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 5600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
6857 BRKEY
7211 NBI No.
7211 On Under
1 Structure No.
6018 1163SX Control No.
018 Lane Ind.
S Milepoint
11630 Facility Carried
S.H. 51 Feature Intersected
CREEK Division
04 County
119 Location
5.9 MI W JCT US 177 Sufficiency
81.1 Kind Hwy
3 Level Service
1 Route No.
00051 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
31.998 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
1939 ADT Total
5600 ADT Year
2022 Design Load
H 20 Skew
30 No. Main Spans
3 Road Width
31.998 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
FG Appr. Roadway Width
25.997 Span Type Main
M Material
1 - Concrete Design
19 Length
46.001 Deck Width
33.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
4 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
36 HS Inv. Rating Method
1 HS Inv. Method
21.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8960 Future ADT Year
2042 Bypass Detour
0.1 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
07211 ODOT County
60 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
(12ft.-14ft.-12ft.) X 8ft. X 32ft. RCB SK.60 DEG. W/ PARAPET RAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6018 1163SX H Index
94.6442 Latitude
36:06:57 Longitude
-97:09:21 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 51 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
07211 Vault Link
http://plansrv1/bridgemaintvault/b07211 GIS FO/SD
Meets Standards H Inv. Method
13.8 Latitude DD
36.11583333 Longitude DD
-97.15583333 ODOT County Number
60 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
6857 x
-10815337.8938918 y
4316571.58744651 |
|||||||||||||||||||||||||||||||||||||
| 07210 | 1804 1056 X | 7210 | — | U.S. 60 | PECAN CREEK | 1804 1056 X | (12ft.-14ft.-12ft.) X 12ft. X 30ft. R.C. BOX WITH HANDRAILS SK. 60 DEG. | 1939 | 36.63826389 | -95.262 | 47.9 | 0 | — | 3 | 30 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 85 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 2000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
6856 BRKEY
7210 NBI No.
7210 On Under
1 Structure No.
1804 1056 X Control No.
004 Lane Ind.
Milepoint
10560 Facility Carried
U.S. 60 Feature Intersected
PECAN CREEK Division
08 County
035 Location
10.7 MI E NOWATA C/L Sufficiency
85 Kind Hwy
2 Level Service
1 Route No.
00060 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
27.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1939 ADT Total
2000 ADT Year
2022 Design Load
H 20 Skew
30 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
47.9 Deck Width
0 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
8 Culv. Rating
7 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
41.5 HS Inv. Rating Method
1 HS Inv. Method
24.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3200 Future ADT Year
2042 Bypass Detour
27.961703 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
07210 ODOT County
18 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(12ft.-14ft.-12ft.) X 12ft. X 30ft. R.C. BOX WITH HANDRAILS SK. 60 DEG. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1804 1056 X H Index
88.2202 Latitude
36:38:17.75 Longitude
-95:15:43.2 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
5 Local Bridge ID
-1 NBI Text
07210 Vault Link
http://plansrv1/bridgemaintvault/b07210 GIS FO/SD
Meets Standards H Inv. Method
14.6 Latitude DD
36.63826389 Longitude DD
-95.262 ODOT County Number
18 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
6856 x
-10604517.3319488 y
4388804.66757948 |
|||||||||||||||||||||||||||||||||||||
| 07209 | 1804 0754 X | 7209 | — | U.S. 60 | WHITE CREEK | 1804 0754 X | (12ft.-14ft.-12ft.) X 14ft. X 30ft. R.C. BOX WITH HANDRAILS | 1939 | 36.66395 | -95.30615278 | 41.995 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 85.3 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 2000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
6855 BRKEY
7209 NBI No.
7209 On Under
1 Structure No.
1804 0754 X Control No.
004 Lane Ind.
Milepoint
07540 Facility Carried
U.S. 60 Feature Intersected
WHITE CREEK Division
08 County
035 Location
7.6 MI E NOWATA C/L Sufficiency
85.3 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
02 - Principal Arterial Other (Rural) Year Built
1939 ADT Total
2000 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
41.995 Deck Width
0 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
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
41.8 HS Inv. Rating Method
1 HS Inv. Method
25 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3200 Future ADT Year
2042 Bypass Detour
27.961703 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
07209 ODOT County
18 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(12ft.-14ft.-12ft.) X 14ft. X 30ft. R.C. BOX WITH HANDRAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1804 0754 X H Index
91.7459 Latitude
36:39:50.22 Longitude
-95:18:22.15 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
5 Local Bridge ID
-1 NBI Text
07209 Vault Link
http://plansrv1/bridgemaintvault/b07209 GIS FO/SD
Meets Standards H Inv. Method
14.7 Latitude DD
36.66395 Longitude DD
-95.30615278 ODOT County Number
18 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
6855 x
-10609432.3969355 y
4392368.69227251 |
|||||||||||||||||||||||||||||||||||||
| 07208 | 6018 0718SX | 7208 | — | S.H. 51 | HUNT CREEK | 6018 0718SX | (12ft.-14ft.-12ft.) X 14ft. X 32ft. RCB W/ PARAPET RETRO-FIT RAILS | 1939 | 36.10055556 | -97.22861111 | 40 | 31.549 | — | 3 | 0 | 2 | 31.549 | 1 - Concrete | Culvert (19) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 76.1 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 4850 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
6854 BRKEY
7208 NBI No.
7208 On Under
1 Structure No.
6018 0718SX Control No.
018 Lane Ind.
S Milepoint
07180 Facility Carried
S.H. 51 Feature Intersected
HUNT CREEK Division
04 County
119 Location
7.3 MI E LOGAN C/L Sufficiency
76.1 Kind Hwy
3 Level Service
1 Route No.
00051 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
31.549 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
1939 ADT Total
4850 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
31.549 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
FG Appr. Roadway Width
27.999 Span Type Main
M Material
1 - Concrete Design
19 Length
40 Deck Width
31.549 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
5 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
5 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
36 HS Inv. Rating Method
1 HS Inv. Method
21.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
7760 Future ADT Year
2042 Bypass Detour
0.1 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
07208 ODOT County
60 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
(12ft.-14ft.-12ft.) X 14ft. X 32ft. RCB W/ PARAPET RETRO-FIT RAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6018 0718SX H Index
90.3118 Latitude
36:06:02 Longitude
-97:13:43 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 51 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
07208 Vault Link
http://plansrv1/bridgemaintvault/b07208 GIS FO/SD
Meets Standards H Inv. Method
13.8 Latitude DD
36.10055556 Longitude DD
-97.22861111 ODOT County Number
60 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
6854 x
-10823439.4793024 y
4314466.49797956 |
|||||||||||||||||||||||||||||||||||||
| 07207 | 3710 0546 X | 7207 | — | S.H. 33 | TRAIL CREEK | 3710 0546 X | (12ft.-14ft.-12ft.)X12ft.X 30ft. R.C. BOX W/ THRIE-BEAM RAILS | 1939 | 35.85653611 | -97.836075 | 40.098 | 32.001 | — | 3 | 0 | 2 | 28.497 | 1 - Concrete | Culvert (19) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 64 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 2000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
6853 BRKEY
7207 NBI No.
7207 On Under
1 Structure No.
3710 0546 X Control No.
010 Lane Ind.
Milepoint
05460 Facility Carried
S.H. 33 Feature Intersected
TRAIL CREEK Division
04 County
073 Location
5.6 MI E JCT US 81 Sufficiency
64 Kind Hwy
3 Level Service
1 Route No.
00033 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
28.497 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
1939 ADT Total
2000 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
28.497 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
3 Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
40.098 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.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
5 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
36 HS Inv. Rating Method
1 HS Inv. Method
21.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3200 Future ADT Year
2042 Bypass Detour
52.816551 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
07207 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
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
(12ft.-14ft.-12ft.)X12ft.X 30ft. R.C. BOX W/ THRIE-BEAM RAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3710 0546 X H Index
93.9719 Latitude
35:51:23.53 Longitude
-97:50:09.87 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 33 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
07207 Vault Link
http://plansrv1/bridgemaintvault/b07207 GIS FO/SD
Meets Standards H Inv. Method
13.8 Latitude DD
35.85653611 Longitude DD
-97.836075 ODOT County Number
37 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
6853 x
-10891062.0502125 y
4280898.87559672 |
|||||||||||||||||||||||||||||||||||||
| 07301 | 5836 0120 X | 7301 | — | BNSF R.R. | U.S. 69 ALT. UNDER | 5836 0120 X | 2-27ft. I-BM. & 46ft. TH | 1939 | 36.943531 | -94.809178 | 113.845 | 8.999 | — | 3 | 41 | 2 | 23.999 | 3 - Steel | Girder and Floorbeam System (03) | M | _ | ! | -2 | Not applicable (N) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Not applicable (N) | 27 - Railroad | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | H | 6300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
6839 BRKEY
7301 NBI No.
7301 On Under
2 Structure No.
5836 0120 X Control No.
036 Lane Ind.
Milepoint
01200 Facility Carried
BNSF R.R. Feature Intersected
U.S. 69 ALT. UNDER Division
08 County
115 Location
1.2 MI E US 69 Sufficiency
-2 Kind Hwy
2 Level Service
2 Route No.
00069 Service Type On
2 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
23.999 Bridge System
H Owner
27 - Railroad Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1939 ADT Total
6300 ADT Year
2022 Design Load
Railroad Skew
41 No. Main Spans
3 Road Width
23.999 Ref. Underclearance Rt.
H Underclearance Right
1.001 Underclearance Left
99.9 Deck Structure Type
_ No. Lanes
2 Fill RCB
Appr. Roadway Width
23.999 Span Type Main
M Material
3 - Steel Design
03 Length
113.845 Deck Width
8.999 Bridge Open Closed
! TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
0 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
N Culv. Rating
N Structure Rating
N Deck Geometry
N Underclearance
N Bridge Posting
0 Waterway Adequacy
N Approach Alignment
N HS Operating Rating Method
! HS Operating Rating
0 HS Inv. Rating Method
! HS Inv. Method
0 H Operating Rating
! H Inv. Rating Method
! Future ADT
10080 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
Y Existing Posting
1307 Max Measured Clearance
1404 Min Measured Clearance
1311 NBI Rating
07301 ODOT County
58 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
_ Lft. Curb SW
0 Rt. Curb SW
0 Description
2-27ft. I-BM. & 46ft. TH Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5836 0120 X H Index
-1 Latitude
36:56:36.71 Longitude
-94:48:33.04 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
0 Roadway Name
U.S. 69 ALT. UNDER Scour
N Design Structure
3 - Girder and Floorbeam System FOSD
Meets Standards Service Level
NO VALUE GIVEN Historical Significance
5 Local Bridge ID
-1 NBI Text
07301 Vault Link
http://plansrv1/bridgemaintvault/b07301 GIS FO/SD
Meets Standards H Inv. Method
0 Latitude DD
36.943531 Longitude DD
-94.809178 ODOT County Number
58 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
6839 x
-10554109.4174888 y
4431238.65699955 |
|||||||||||||||||||||||||||||||||||||
| 07297 | 2628R1478 X | 7297 | — | S.H. 37 | COAL CREEK | 2628R1478 X | 30ft.-40ft.-30ft. I-BM. SPANS WITH 2-18ft. SAFETY CURBS | 1939 | 35.29166667 | -97.70333333 | 101.05 | 28.999 | — | 3 | 0 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 50.6 | Fair (5) | Fair (5) | Satisfactory (6) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 7620 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
6835 BRKEY
7297 NBI No.
7297 On Under
1 Structure No.
2628R1478 X Control No.
028 Lane Ind.
Milepoint
14780 Facility Carried
S.H. 37 Feature Intersected
COAL CREEK Division
07 County
051 Location
6.4 MI E SH92 Sufficiency
50.6 Kind Hwy
3 Level Service
1 Route No.
00037 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
1939 ADT Total
7620 ADT Year
1999 Design Load
H 20 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
101.05 Deck Width
28.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
9 Deck Rating
5 Super Rating
6 Sub Rating
7 Chan. Rating
5 Culv. Rating
N Structure Rating
5 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
24.802 HS Inv. Rating Method
2 HS Inv. Method
24.802 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
7100 Future ADT Year
2017 Bypass Detour
47.22421 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
07297 ODOT County
26 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
30ft.-40ft.-30ft. I-BM. SPANS WITH 2-18ft. SAFETY CURBS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
2628R1478 X H Index
100 Latitude
35:17:30 Longitude
-97:42:12 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 37 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
77-26 NBI Text
07297 Vault Link
http://plansrv1/bridgemaintvault/b07297 GIS FO/SD
Meets Standards H Inv. Method
19.842 Latitude DD
35.29166667 Longitude DD
-97.70333333 ODOT County Number
26 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
6835 x
-10876285.3151011 y
4203588.46036065 |
|||||||||||||||||||||||||||||||||||||
| 07206 | 3016 0521 X | 7206 | — | U.S. 283 | CREEK | 3016 0521 X | 4-10ft.X 4ft.X 39ft. R.C. BOX | 1939 | 36.69769722 | -99.89182778 | 44.948 | 38.999 | — | 4 | 0 | 2 | 37.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 69.2 | Fair (5) | 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 | 2200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
6834 BRKEY
7206 NBI No.
7206 On Under
1 Structure No.
3016 0521 X Control No.
016 Lane Ind.
Milepoint
05210 Facility Carried
U.S. 283 Feature Intersected
CREEK Division
06 County
059 Location
5.3 MI N JCT US 270 Sufficiency
69.2 Kind Hwy
2 Level Service
1 Route No.
00283 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1939 ADT Total
2200 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
4 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
27.001 Span Type Main
M Material
1 - Concrete Design
19 Length
44.948 Deck Width
38.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
5 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
36 HS Inv. Rating Method
1 HS Inv. Method
21.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3520 Future ADT Year
2042 Bypass Detour
50.952437 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
_ Advanced Warning Sign
N Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
07206 ODOT County
30 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
4-10ft.X 4ft.X 39ft. R.C. BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3016 0521 X H Index
93.269 Latitude
36:41:51.71 Longitude
-99:53:30.58 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 283 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
07206 Vault Link
http://plansrv1/bridgemaintvault/b07206 GIS FO/SD
Meets Standards H Inv. Method
13.8 Latitude DD
36.69769722 Longitude DD
-99.89182778 ODOT County Number
30 Maint. Dist.
6 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
6834 x
-11119907.402879 y
4397053.02851768 |
|||||||||||||||||||||||||||||||||||||
| 07205 | 4202 0376 X | 7205 | — | U.S. 77 | SNAKE CREEK | 4202 0376 X | (12ft.-14ft.-12ft.) X 13ft.X 60ft. R.C. BOX WITH BC HANDRAILS | 1939 | 35.86926389 | -97.42523611 | 39.993 | 62.001 | — | 3 | 0 | 4 | 43.999 | 1 - Concrete | Culvert (19) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 38.2 | Poor (4) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Fair (5) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | C | 13000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
6833 BRKEY
7205 NBI No.
7205 On Under
1 Structure No.
4202 0376 X Control No.
002 Lane Ind.
Milepoint
03760 Facility Carried
U.S. 77 Feature Intersected
SNAKE CREEK Division
04 County
083 Location
3.9 MI N JCT I-35 Sufficiency
38.2 Kind Hwy
2 Level Service
1 Route No.
00077 Service Type On
5 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
60 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1939 ADT Total
13000 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
43.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
4 Fill RCB
FG Appr. Roadway Width
43.999 Span Type Main
M Material
1 - Concrete Design
19 Length
39.993 Deck Width
62.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
5 Structure Rating
4 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
4 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
36 HS Inv. Rating Method
1 HS Inv. Method
21.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
20800 Future ADT Year
2042 Bypass Detour
6.213712 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
35 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
07205 ODOT County
42 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
3.999 Rt. Curb SW
5 Description
(12ft.-14ft.-12ft.) X 13ft.X 60ft. R.C. BOX WITH BC HANDRAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4202 0376 X H Index
66.8553 Latitude
35:52:09.35 Longitude
-97:25:30.85 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 77 Scour
8 Design Structure
19 - Culvert FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
07205 Vault Link
http://plansrv1/bridgemaintvault/b07205 GIS FO/SD
FO H Inv. Method
13.8 Latitude DD
35.86926389 Longitude DD
-97.42523611 ODOT County Number
42 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
6833 x
-10845327.6741796 y
4282647.16410408 |
|||||||||||||||||||||||||||||||||||||
| 07204 | 1804 0309 X | 7204 | — | U.S. 60 | LIGHTNING CREEK | 1804 0309 X | 3-10ft. X 10ft. X 30ft. R. | 1939 | 36.69521667 | -95.3768 | 47.9 | 0 | — | 3 | 45 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 92.8 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 2000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
6832 BRKEY
7204 NBI No.
7204 On Under
1 Structure No.
1804 0309 X Control No.
004 Lane Ind.
Milepoint
03090 Facility Carried
U.S. 60 Feature Intersected
LIGHTNING CREEK Division
08 County
035 Location
3 MI E NOWATA C/L Sufficiency
92.8 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
1939 ADT Total
2000 ADT Year
2022 Design Load
H 20 Skew
45 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
47.9 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
61.9 HS Inv. Rating Method
1 HS Inv. Method
37.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3200 Future ADT Year
2042 Bypass Detour
27.961703 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
07204 ODOT County
18 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft. X 10ft. X 30ft. R. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1804 0309 X H Index
90.4095 Latitude
36:41:42.78 Longitude
-95:22:36.48 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
5 Local Bridge ID
-1 NBI Text
07204 Vault Link
http://plansrv1/bridgemaintvault/b07204 GIS FO/SD
Meets Standards H Inv. Method
20.9 Latitude DD
36.69521667 Longitude DD
-95.3768 ODOT County Number
18 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
6832 x
-10617296.8094919 y
4396708.6418575 |
|||||||||||||||||||||||||||||||||||||
| 07203 | 3710 0246 X | 7203 | — | S.H. 33 | CREEK | 3710 0246 X | 3-10ft.X 10ft.X 30ft. R.C. BOX SK. 45 DEG. W/ THRIE-BEAM RAIL | 1939 | 35.85663333 | -97.88957778 | 45.899 | 32.001 | — | 3 | 45 | 2 | 28.497 | 1 - Concrete | Culvert (19) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 61.1 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 2300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
6831 BRKEY
7203 NBI No.
7203 On Under
1 Structure No.
3710 0246 X Control No.
010 Lane Ind.
Milepoint
02460 Facility Carried
S.H. 33 Feature Intersected
CREEK Division
04 County
073 Location
2.5 MI E JCT US 81 Sufficiency
61.1 Kind Hwy
3 Level Service
1 Route No.
00033 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
28.497 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
1939 ADT Total
2300 ADT Year
2022 Design Load
H 20 Skew
45 No. Main Spans
3 Road Width
28.497 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
FG Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
45.899 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.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 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
36 HS Inv. Rating Method
1 HS Inv. Method
21.6 H Operating Rating
1 H Inv. Rating Method
2 Future ADT
3680 Future ADT Year
2042 Bypass Detour
52.816551 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
07203 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
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X 10ft.X 30ft. R.C. BOX SK. 45 DEG. W/ THRIE-BEAM RAIL Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3710 0246 X H Index
95.9062 Latitude
35:51:23.88 Longitude
-97:53:22.48 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 33 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
07203 Vault Link
http://plansrv1/bridgemaintvault/b07203 GIS FO/SD
Meets Standards H Inv. Method
13.8 Latitude DD
35.85663333 Longitude DD
-97.88957778 ODOT County Number
37 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
6831 x
-10897017.9524381 y
4280912.22867693 |
|||||||||||||||||||||||||||||||||||||
| 07202 | 1521 0062 X | 7202 | — | S.H. 31B | ELM CREEK | 1521 0062 X | 2-20ft. CONC SLAB SPAN | 1939 | 34.46923056 | -96.36743889 | 42.979 | 26.247 | — | 2 | 0 | 2 | 23.95 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 90.5 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 180 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
6830 BRKEY
7202 NBI No.
7202 On Under
1 Structure No.
1521 0062 X Control No.
021 Lane Ind.
Milepoint
00620 Facility Carried
S.H. 31B Feature Intersected
ELM CREEK Division
03 County
029 Location
0.5 MI W OLNEY Sufficiency
90.5 Kind Hwy
3 Level Service
1 Route No.
0031B Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.95 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1939 ADT Total
180 ADT Year
2022 Design Load
H 15 Skew
0 No. Main Spans
2 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
23.999 Span Type Main
M Material
1 - Concrete Design
01 Length
42.979 Deck Width
26.247 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
6 Chan. Rating
5 Culv. Rating
N Structure Rating
6 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
5 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
94 HS Inv. Rating Method
1 HS Inv. Method
56 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
288 Future ADT Year
2042 Bypass Detour
0.499999 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
07202 ODOT County
15 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
0.984 Rt. Curb SW
0.984 Description
2-20ft. CONC SLAB SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1521 0062 X H Index
99.4317 Latitude
34:28:09.23 Longitude
-96:22:02.78 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 31B Scour
7 Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
07202 Vault Link
http://plansrv1/bridgemaintvault/b07202 GIS FO/SD
Meets Standards H Inv. Method
31 Latitude DD
34.46923056 Longitude DD
-96.36743889 ODOT County Number
15 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
6830 x
-10727574.2262867 y
4091983.60084226 |
|||||||||||||||||||||||||||||||||||||
| 07296 | 6123R1388 X | 7296 | — | S.H. 63 | GARDNER CREEK | 6123R1388 X | 100ft. HI. TRUSS SPAN | 1939 | 34.75166667 | -95.77333333 | 103.018 | 16.001 | — | 1 | 0 | 1 | 15 | 3 - Steel | Truss — Thru (10) | M | Wood or Timber (8) | Posted for load (P) | 4 | Critical (2) | Fair (5) | Fair (5) | Serious (3) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 630 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
6816 BRKEY
7296 NBI No.
7296 On Under
1 Structure No.
6123R1388 X Control No.
023 Lane Ind.
Milepoint
13880 Facility Carried
S.H. 63 Feature Intersected
GARDNER CREEK Division
02 County
121 Location
14 MI E JCT US 69 Sufficiency
4 Kind Hwy
3 Level Service
1 Route No.
00063 Service Type On
1 Service Type Off
5 Vertical Clearance
n Horizontal Clearance
15 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
1939 ADT Total
630 ADT Year
1999 Design Load
H 10 Skew
0 No. Main Spans
1 Road Width
15 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
8 No. Lanes
1 Fill RCB
0 Appr. Roadway Width
17.999 Span Type Main
M Material
3 - Steel Design
10 Length
103.018 Deck Width
16.001 Bridge Open Closed
P TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
5 Deck Rating
5 Super Rating
5 Sub Rating
3 Chan. Rating
6 Culv. Rating
N Structure Rating
2 Deck Geometry
2 Underclearance
N Bridge Posting
0 Waterway Adequacy
5 Approach Alignment
5 HS Operating Rating Method
2 HS Operating Rating
7.937 HS Inv. Rating Method
2 HS Inv. Method
7.937 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
882 Future ADT Year
2017 Bypass Detour
31.689931 School Bus Rte.
3 Posted Weight
08NANA 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
07296 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
7 Lft. Curb SW
0 Rt. Curb SW
0 Description
100ft. HI. TRUSS SPAN Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6123R1388 X H Index
49.6418 Latitude
34:45:06 Longitude
-95:46:24 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 63 Scour
8 Design Structure
10 - Truss - Thru FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
82 NBI Text
07296 Vault Link
http://plansrv1/bridgemaintvault/b07296 GIS FO/SD
SD H Inv. Method
7.937 Latitude DD
34.75166667 Longitude DD
-95.77333333 ODOT County Number
61 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
6816 x
-10661438.6978701 y
4130184.63736462 |
|||||||||||||||||||||||||||||||||||||
| 07295 | 6018R0552SX | 7295 | — | S.H. 51 EB | CREEK | 6018 0552SX | 30ft.-40ft.-30ft. I-BM. SPANS W/ PARAPET RETRO-FIT RAILS SK. 60 DEG. | 1939 | 36.10944444 | -97.25638889 | 102.034 | 28.999 | — | 3 | 30 | 2 | 26.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 68 | 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 | 4850 | 2020 | 5 | Unmatched |
|
Raw data
OBJECTID
6815 BRKEY
7295 NBI No.
7295 On Under
1 Structure No.
6018R0552SX Control No.
018 Lane Ind.
S Milepoint
05520 Facility Carried
S.H. 51 EB Feature Intersected
CREEK Division
04 County
119 Location
5.6 MI E LOGAN CO Sufficiency
68 Kind Hwy
3 Level Service
1 Route No.
00051 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
26.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1939 ADT Total
4850 ADT Year
2020 Design Load
H 20 Skew
30 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
26.001 Span Type Main
M Material
3 - Steel Design
02 Length
102.034 Deck Width
28.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
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
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
55.9 HS Inv. Rating Method
1 HS Inv. Method
33.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
7760 Future ADT Year
2040 Bypass Detour
0.124274 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
07295 ODOT County
60 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
2 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
30ft.-40ft.-30ft. I-BM. SPANS W/ PARAPET RETRO-FIT RAILS SK. 60 DEG. Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6018 0552SX H Index
83.4109 Latitude
36:06:34 Longitude
-97:15:23 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 51 EB Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
07295 Vault Link
http://plansrv1/bridgemaintvault/b07295 GIS FO/SD
FO H Inv. Method
21 Latitude DD
36.10944444 Longitude DD
-97.25638889 ODOT County Number
60 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
6815 x
-10826531.6876274 y
4315691.22689368 |
|||||||||||||||||||||||||||||||||||||
| 07294 | 0922R0480SX | 7294 | — | S.H. 3 | CREEK | 0922R0480SX | 30ft.-40ft.-30ft. I-BM. SPANS WITH 2-18ft. SAFETY CURBS | 1939 | 35.67833333 | -97.92166667 | 101.05 | 41.001 | — | 3 | 0 | 3 | 36.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 46.2 | Fair (5) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 2930 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
6814 BRKEY
7294 NBI No.
7294 On Under
1 Structure No.
0922R0480SX Control No.
022 Lane Ind.
S Milepoint
04800 Facility Carried
S.H. 3 Feature Intersected
CREEK Division
04 County
017 Location
2.4 MI.S.E. JCT. US81 Sufficiency
46.2 Kind Hwy
3 Level Service
1 Route No.
00003 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
36.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1939 ADT Total
2930 ADT Year
1999 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
36.001 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
3 Fill RCB
-1 Appr. Roadway Width
37.999 Span Type Main
M Material
3 - Steel Design
02 Length
101.05 Deck Width
41.001 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
7 Super Rating
7 Sub Rating
7 Chan. Rating
5 Culv. Rating
N Structure Rating
5 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
5 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
24.802 HS Inv. Rating Method
2 HS Inv. Method
19.842 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
3300 Future ADT Year
2017 Bypass Detour
36.039529 School Bus Rte.
0 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
07294 ODOT County
09 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
30ft.-40ft.-30ft. I-BM. SPANS WITH 2-18ft. SAFETY CURBS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
0922R0480SX H Index
100 Latitude
35:40:42 Longitude
-97:55:18 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 3 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
07294 Vault Link
http://plansrv1/bridgemaintvault/b07294 GIS FO/SD
Meets Standards H Inv. Method
19.842 Latitude DD
35.67833333 Longitude DD
-97.92166667 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
6814 x
-10900590.0713331 y
4256450.32632908 |
|||||||||||||||||||||||||||||||||||||
| 07293 | 7120 0388 X | 7293 | — | S.H. 36 | DEEP RED CREEK O'FLOW | 7120 0388 X | 30ft.-40ft.-30ft. I-BEAM SPANS | 1939 | 34.28831389 | -98.67915 | 101.05 | 26.001 | — | 3 | 0 | 2 | 24.003 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 72.4 | 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 | 520 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
6813 BRKEY
7293 NBI No.
7293 On Under
1 Structure No.
7120 0388 X Control No.
020 Lane Ind.
Milepoint
03880 Facility Carried
S.H. 36 Feature Intersected
DEEP RED CREEK O'FLOW Division
05 County
141 Location
3.9 MI N JCT U.S. 70 Sufficiency
72.4 Kind Hwy
3 Level Service
1 Route No.
00036 Service Type On
1 Service Type Off
9 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
1939 ADT Total
520 ADT Year
2022 Design Load
H 15 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
24.003 Span Type Main
M Material
3 - Steel Design
02 Length
101.05 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.
3 Deck Rating
5 Super Rating
6 Sub Rating
5 Chan. Rating
7 Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
50.5 HS Inv. Rating Method
1 HS Inv. Method
30.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
832 Future ADT Year
2042 Bypass Detour
16.155651 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
07293 ODOT County
71 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
30ft.-40ft.-30ft. I-BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7120 0388 X H Index
87.8012 Latitude
34:17:17.93 Longitude
-98:40:44.94 I257A
1 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 36 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
07293 Vault Link
http://plansrv1/bridgemaintvault/b07293 GIS FO/SD
Meets Standards H Inv. Method
18.7 Latitude DD
34.28831389 Longitude DD
-98.67915 ODOT County Number
71 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
6813 x
-10984912.7299131 y
4067581.55017324 |
|||||||||||||||||||||||||||||||||||||
| 07292 | 7120R0343 X | 7292 | — | S.H. 36 | TRIB. OF LITTLE DEEP RED | 7120 0343 X | 30ft.-40ft.-30ft. I-BEAM SPANS, SK. 45 DEG. L.F. | 1939 | 34.281822 | -98.679175 | 103.018 | 26.001 | — | 3 | 45 | 2 | 24.003 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 70.5 | 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 | 520 | 2020 | 5 | Unmatched |
|
Raw data
OBJECTID
6812 BRKEY
7292 NBI No.
7292 On Under
1 Structure No.
7120R0343 X Control No.
020 Lane Ind.
Milepoint
03430 Facility Carried
S.H. 36 Feature Intersected
TRIB. OF LITTLE DEEP RED Division
05 County
141 Location
3.4 MI N JCT U.S. 70 Sufficiency
70.5 Kind Hwy
3 Level Service
1 Route No.
00036 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
1939 ADT Total
520 ADT Year
2020 Design Load
H 15 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
24.003 Span Type Main
M Material
3 - Steel Design
02 Length
103.018 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
5 Super Rating
5 Sub Rating
5 Chan. Rating
7 Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
47.5 HS Inv. Rating Method
1 HS Inv. Method
28.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
832 Future ADT Year
2040 Bypass Detour
16.155651 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
07292 ODOT County
71 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
30ft.-40ft.-30ft. I-BEAM SPANS, SK. 45 DEG. L.F. Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
7120 0343 X H Index
81.6476 Latitude
34:16:54.56 Longitude
-98:40:45.03 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 36 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
07292 Vault Link
http://plansrv1/bridgemaintvault/b07292 GIS FO/SD
Meets Standards H Inv. Method
17.6 Latitude DD
34.281822 Longitude DD
-98.679175 ODOT County Number
71 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
6812 x
-10984915.5129003 y
4066706.90188242 |
|||||||||||||||||||||||||||||||||||||
| 07291 | 7120 0310 X | 7291 | — | S.H. 36 | LITTLE DEEP RED CREEK | 7120 0310 X | 30ft.-40ft.-30ft. I-BEAM SPANS | 1939 | 34.27705 | -98.67919167 | 101.05 | 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) | 53.8 | Poor (4) | Fair (5) | Poor (4) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 520 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
6811 BRKEY
7291 NBI No.
7291 On Under
1 Structure No.
7120 0310 X Control No.
020 Lane Ind.
Milepoint
03100 Facility Carried
S.H. 36 Feature Intersected
LITTLE DEEP RED CREEK Division
05 County
141 Location
3.1 MI N JCT U.S. 70 Sufficiency
53.8 Kind Hwy
3 Level Service
1 Route No.
00036 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
1939 ADT Total
520 ADT Year
2022 Design Load
H 15 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
24.003 Span Type Main
M Material
3 - Steel Design
02 Length
101.05 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
4 Sub Rating
5 Chan. Rating
7 Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
46.6 HS Inv. Rating Method
1 HS Inv. Method
28.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
832 Future ADT Year
2042 Bypass Detour
16.155651 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
07291 ODOT County
71 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
30ft.-40ft.-30ft. I-BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7120 0310 X H Index
81.0673 Latitude
34:16:37.38 Longitude
-98:40:45.09 I257A
1 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 36 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
07291 Vault Link
http://plansrv1/bridgemaintvault/b07291 GIS FO/SD
SD H Inv. Method
17.4 Latitude DD
34.27705 Longitude DD
-98.67919167 ODOT County Number
71 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
6811 x
-10984917.3685962 y
4066064.01637909 |
|||||||||||||||||||||||||||||||||||||
| 06054 | 2102 1123 X | 6054 | — | U.S. 59 | CREEK | 2102 1123 X | 2-10ft.X 5ft.X 38ft. R.C.B | 1938 | 36.2025 | -94.73719167 | 22.999 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 65.9 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 3900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
6744 BRKEY
6054 NBI No.
6054 On Under
1 Structure No.
2102 1123 X Control No.
002 Lane Ind.
Milepoint
11230 Facility Carried
U.S. 59 Feature Intersected
CREEK Division
08 County
041 Location
2.5 MI E. SH10 Sufficiency
65.9 Kind Hwy
2 Level Service
1 Route No.
00059 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
07 - Major Collector (Rural) Year Built
1938 ADT Total
3900 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
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
6 Culv. Rating
7 Structure Rating
5 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
36 HS Inv. Rating Method
1 HS Inv. Method
21.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6240 Future ADT Year
2042 Bypass Detour
44.738726 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
06054 ODOT County
21 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 38ft. R.C.B Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2102 1123 X H Index
100 Latitude
36:12:09 Longitude
-94:44:13.89 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
5 Local Bridge ID
-1 NBI Text
06054 Vault Link
http://plansrv1/bridgemaintvault/b06054 GIS FO/SD
Meets Standards H Inv. Method
13.8 Latitude DD
36.2025 Longitude DD
-94.73719167 ODOT County Number
21 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
6744 x
-10546095.9358892 y
4328520.95368533 |
|||||||||||||||||||||||||||||||||||||
| 06053 | 5408R0973 X | 6053 | — | S.H. 27 | CREEK | 5408R0973 X | 2-10ft. CONC SLAB SPAN | 1938 | 35.41833333 | -96.3 | 24.934 | 34.121 | — | 2 | 0 | 2 | 32.48 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 35.7 | Critical (2) | Satisfactory (6) | Satisfactory (6) | Critical (2) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 730 | 2001 | 5 | Unmatched |
|
Raw data
OBJECTID
6743 BRKEY
6053 NBI No.
6053 On Under
1 Structure No.
5408R0973 X Control No.
008 Lane Ind.
Milepoint
09730 Facility Carried
S.H. 27 Feature Intersected
CREEK Division
03 County
107 Location
.4 MI S. I-40 Sufficiency
35.7 Kind Hwy
3 Level Service
1 Route No.
00027 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.95 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1938 ADT Total
730 ADT Year
2001 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
32.48 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
27.999 Span Type Main
M Material
1 - Concrete Design
01 Length
24.934 Deck Width
34.121 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
6 Deck Rating
6 Super Rating
6 Sub Rating
2 Chan. Rating
4 Culv. Rating
N Structure Rating
2 Deck Geometry
6 Underclearance
N Bridge Posting
0 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
24.802 HS Inv. Rating Method
2 HS Inv. Method
24.802 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
1440 Future ADT Year
2018 Bypass Detour
29.204446 School Bus Rte.
3 Posted Weight
NR 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
06053 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
2-10ft. CONC SLAB SPAN Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5408R0973 X H Index
77.758 Latitude
35:25:06 Longitude
-96:18:00 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 27 Scour
8 Design Structure
1 - Slab FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
06053 Vault Link
http://plansrv1/bridgemaintvault/b06053 GIS FO/SD
SD H Inv. Method
-1 Latitude DD
35.41833333 Longitude DD
-96.3 ODOT County Number
54 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
6743 x
-10720066.9633922 y
4220877.29830149 |
|||||||||||||||||||||||||||||||||||||
| 06052 | 2614 0840 X | 6052 | — | U.S. 277 | CREEK | 2614 0840 X | 2-10ft. X 8ft. X 30ft. R.C. BOX | 1938 | 34.95684722 | -97.95568056 | 22.999 | 32.001 | — | 2 | 0 | 2 | 30 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 70.2 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 2000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
6742 BRKEY
6052 NBI No.
6052 On Under
1 Structure No.
2614 0840 X Control No.
014 Lane Ind.
Milepoint
08400 Facility Carried
U.S. 277 Feature Intersected
CREEK Division
07 County
051 Location
0.1 MI W US81 Sufficiency
70.2 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
1938 ADT Total
2000 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
26.001 Span Type Main
M Material
1 - Concrete Design
19 Length
22.999 Deck Width
32.001 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
8 Structure Rating
5 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
36 HS Inv. Rating Method
1 HS Inv. Method
21.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3200 Future ADT Year
2042 Bypass Detour
44.699999 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
0000 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
06052 ODOT County
26 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 30ft. R.C. BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2614 0840 X H Index
100 Latitude
34:57:24.65 Longitude
-97:57:20.45 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 277 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
50-26 NBI Text
06052 Vault Link
http://plansrv1/bridgemaintvault/b06052 GIS FO/SD
Meets Standards H Inv. Method
13.8 Latitude DD
34.95684722 Longitude DD
-97.95568056 ODOT County Number
26 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
6742 x
-10904376.4802478 y
4158018.39885107 |
|||||||||||||||||||||||||||||||||||||
| 06051 | 6220 0832 X | 6051 | — | S.H. 48 | CREEK | 6220 0832 X | 2-10ft.X3ft.X29.8ft. W2-10X5X2.5 EXT E. END | 1938 | 34.79734167 | -96.43943333 | 21.982 | 22.001 | — | 2 | 0 | 2 | 22.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 66.6 | Fair (5) | 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 | 550 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
6741 BRKEY
6051 NBI No.
6051 On Under
1 Structure No.
6220 0832 X Control No.
020 Lane Ind.
Milepoint
08320 Facility Carried
S.H. 48 Feature Intersected
CREEK Division
03 County
123 Location
8.4 MI N COAL C/L Sufficiency
66.6 Kind Hwy
3 Level Service
1 Route No.
00048 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
21.982 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1938 ADT Total
550 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
22.001 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
21.982 Deck Width
22.001 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
8 Culv. Rating
7 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
36 HS Inv. Rating Method
1 HS Inv. Method
21.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
880 Future ADT Year
2042 Bypass Detour
29.825817 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
06051 ODOT County
62 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X3ft.X29.8ft. W2-10X5X2.5 EXT E. END Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6220 0832 X H Index
99.01 Latitude
34:47:50.43 Longitude
-96:26:21.96 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 48 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
06051 Vault Link
http://plansrv1/bridgemaintvault/b06051 GIS FO/SD
Meets Standards H Inv. Method
13.8 Latitude DD
34.79734167 Longitude DD
-96.43943333 ODOT County Number
62 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
6741 x
-10735588.6106875 y
4136374.6774119 |
|||||||||||||||||||||||||||||||||||||
| 06050 | 6220R0782 X | 6050 | — | S.H. 48 | CREEK | 6220 0782 X | 2-10ft.X10ft.X30ft. RC BOX | 1938 | 34.79045833 | -96.44144444 | 22.966 | 32.152 | — | 2 | 0 | 2 | 29.856 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 95.2 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 550 | 2010 | 5 | Unmatched |
|
Raw data
OBJECTID
6740 BRKEY
6050 NBI No.
6050 On Under
1 Structure No.
6220R0782 X Control No.
020 Lane Ind.
Milepoint
07820 Facility Carried
S.H. 48 Feature Intersected
CREEK Division
03 County
123 Location
7.9 MI N C/L Sufficiency
95.2 Kind Hwy
3 Level Service
1 Route No.
00048 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
21.982 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1938 ADT Total
550 ADT Year
2010 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
29.856 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
01 Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
32.152 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
6 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
7 Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 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
880 Future ADT Year
2030 Bypass Detour
39.767756 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
06050 ODOT County
62 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X10ft.X30ft. RC BOX Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6220 0782 X H Index
95.9272 Latitude
34:47:25.65 Longitude
-96:26:29.2 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 48 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
06050 Vault Link
http://plansrv1/bridgemaintvault/b06050 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
34.79045833 Longitude DD
-96.44144444 ODOT County Number
62 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
6740 x
-10735812.4864286 y
4135441.60312297 |
|||||||||||||||||||||||||||||||||||||
| 06049 | 5408R0743 X | 6049 | — | S.H. 27 | CREEK | 5408R0743 X | 2-10ft. CONC SLAB SPAN | 1938 | 35.38333333 | -96.3 | 24.934 | 35.801 | — | 2 | 0 | 2 | 34.301 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Posted for load (P) | 77.1 | Fair (5) | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 730 | 2001 | 5 | Unmatched |
|
Raw data
OBJECTID
6739 BRKEY
6049 NBI No.
6049 On Under
1 Structure No.
5408R0743 X Control No.
008 Lane Ind.
Milepoint
07430 Facility Carried
S.H. 27 Feature Intersected
CREEK Division
03 County
107 Location
7.3 MI NW HUGHES CO Sufficiency
77.1 Kind Hwy
3 Level Service
1 Route No.
00027 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
1938 ADT Total
730 ADT Year
2001 Design Load
Other or Unknown Skew
0 No. Main Spans
2 Road Width
34.301 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
27.999 Span Type Main
M Material
1 - Concrete Design
01 Length
24.934 Deck Width
35.801 Bridge Open Closed
P TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
7 Deck Rating
6 Super Rating
6 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
6 Underclearance
N Bridge Posting
2 Waterway Adequacy
4 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
32.739 HS Inv. Rating Method
2 HS Inv. Method
19.842 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
1100 Future ADT Year
2018 Bypass Detour
29.204446 School Bus Rte.
3 Posted Weight
183345 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
06049 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
2-10ft. CONC SLAB SPAN Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5408R0743 X H Index
84.7512 Latitude
35:23:00 Longitude
-96:18:00 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 27 Scour
8 Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
06049 Vault Link
http://plansrv1/bridgemaintvault/b06049 GIS FO/SD
Meets Standards H Inv. Method
10.913 Latitude DD
35.38333333 Longitude DD
-96.3 ODOT County Number
54 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
6739 x
-10720066.9633922 y
4216097.40661795 |
|||||||||||||||||||||||||||||||||||||
| 06048 | 4716 0639 X | 6048 | — | U.S. 281 | CREEK | 4716 0639 X | 2-8ft. X 5ft. X 193.7ft.RCB SK. 45RF | 1938 | 36.307922 | -98.929667 | 23.95 | 137.001 | — | 2 | 45 | 2 | 100 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 82.6 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
6720 BRKEY
6048 NBI No.
6048 On Under
1 Structure No.
4716 0639 X Control No.
016 Lane Ind.
Milepoint
06390 Facility Carried
U.S. 281 Feature Intersected
CREEK Division
06 County
093 Location
6.5 MI N JCT US 60 Sufficiency
82.6 Kind Hwy
2 Level Service
1 Route No.
00281 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
48.599 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
1938 ADT Total
900 ADT Year
2022 Design Load
H 20 Skew
45 No. Main Spans
2 Road Width
100 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
23.95 Deck Width
137.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
42.2 HS Inv. Rating Method
1 HS Inv. Method
25.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1440 Future ADT Year
2042 Bypass Detour
57.166149 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
06048 ODOT County
47 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
2-8ft. X 5ft. X 193.7ft.RCB SK. 45RF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4716 0639 X H Index
94.5123 Latitude
36:18:28.52 Longitude
-98:55:46.8 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 281 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
06048 Vault Link
http://plansrv1/bridgemaintvault/b06048 GIS FO/SD
Meets Standards H Inv. Method
14.1 Latitude DD
36.307922 Longitude DD
-98.929667 ODOT County Number
47 Maint. Dist.
6 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
6720 x
-11012800.1547881 y
4343074.10394022 |
|||||||||||||||||||||||||||||||||||||
| 06046 | 3912 0520 X | 6046 | — | S.H. 1 | CREEK | 3912 0520 X | 3-8ft. CONC. SLAB | 1938 | 34.81163611 | -95.42899444 | 32.999 | 30 | — | 3 | 0 | 2 | 27.999 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 83.7 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
6718 BRKEY
6046 NBI No.
6046 On Under
1 Structure No.
3912 0520 X Control No.
012 Lane Ind.
Milepoint
05200 Facility Carried
S.H. 1 Feature Intersected
CREEK Division
02 County
077 Location
5.20 E PITTSBURG C/L Sufficiency
83.7 Kind Hwy
3 Level Service
1 Route No.
00001 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
27.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1938 ADT Total
1400 ADT Year
2022 Design Load
H 10 Skew
0 No. Main Spans
3 Road Width
27.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
26.001 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
32.999 Deck Width
30 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
90 HS Inv. Rating Method
1 HS Inv. Method
54 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2240 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
06046 ODOT County
39 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
3-8ft. CONC. SLAB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3912 0520 X H Index
100 Latitude
34:48:41.89 Longitude
-95:25:44.38 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 1 Scour
7 Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
037 NBI Text
06046 Vault Link
http://plansrv1/bridgemaintvault/b06046 GIS FO/SD
Meets Standards H Inv. Method
30 Latitude DD
34.81163611 Longitude DD
-95.42899444 ODOT County Number
39 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
6718 x
-10623107.0679749 y
4138312.6156434 |
|||||||||||||||||||||||||||||||||||||
| 06045 | 3402 0501 X | 6045 | — | U.S. 70 | CREEK | 3402 0501 X | 2 - 10ft. X 5ft. X 49ft. RCB SKEWED 60 DEGREES | 1938 | 34.15910833 | -98.046875 | 25.919 | 0 | — | 2 | 60 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 82.1 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 760 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
6717 BRKEY
6045 NBI No.
6045 On Under
1 Structure No.
3402 0501 X Control No.
002 Lane Ind.
Milepoint
05010 Facility Carried
U.S. 70 Feature Intersected
CREEK Division
07 County
067 Location
5.1 MI E COTTON C/L Sufficiency
82.1 Kind Hwy
2 Level Service
1 Route No.
00070 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
0 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
1938 ADT Total
760 ADT Year
2022 Design Load
H 20 Skew
60 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
5 Appr. Roadway Width
26.001 Span Type Main
M Material
1 - Concrete Design
19 Length
25.919 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
6 Structure Rating
5 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
36 HS Inv. Rating Method
1 HS Inv. Method
21.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1216 Future ADT Year
2042 Bypass Detour
27.961703 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
06045 ODOT County
34 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2 - 10ft. X 5ft. X 49ft. RCB SKEWED 60 DEGREES Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3402 0501 X H Index
99 Latitude
34:09:32.79 Longitude
-98:02:48.75 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 70 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
002 NBI Text
06045 Vault Link
http://plansrv1/bridgemaintvault/b06045 GIS FO/SD
Meets Standards H Inv. Method
13.8 Latitude DD
34.15910833 Longitude DD
-98.046875 ODOT County Number
34 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
6717 x
-10914528.1988717 y
4050186.44867583 |
|||||||||||||||||||||||||||||||||||||
| 06044 | 2506 0447 X | 6044 | — | U.S. 177 | CREEK | 2506 0447 X | 2-10ft. X 10ft. X 45ft. RD | 1938 | 34.70195833 | -96.96776667 | 22.966 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 78.1 | Fair (5) | 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 | 1700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
6716 BRKEY
6044 NBI No.
6044 On Under
1 Structure No.
2506 0447 X Control No.
006 Lane Ind.
Milepoint
04470 Facility Carried
U.S. 177 Feature Intersected
CREEK Division
03 County
049 Location
4.6 MI N MURRAY C/L Sufficiency
78.1 Kind Hwy
2 Level Service
1 Route No.
00177 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.95 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
1938 ADT Total
1700 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
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 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
36 HS Inv. Rating Method
1 HS Inv. Method
21.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2720 Future ADT Year
2042 Bypass Detour
37.282271 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
06044 ODOT County
25 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft. X 10ft. X 45ft. RD Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2506 0447 X H Index
90.5722 Latitude
34:42:07.05 Longitude
-96:58:03.96 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 177 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
06044 Vault Link
http://plansrv1/bridgemaintvault/b06044 GIS FO/SD
Meets Standards H Inv. Method
13.8 Latitude DD
34.70195833 Longitude DD
-96.96776667 ODOT County Number
25 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
6716 x
-10794402.4090654 y
4123451.87351765 |
|||||||||||||||||||||||||||||||||||||
| 06043 | 2506 0396 X | 6043 | — | U.S. 177 | CREEK | 2506 0396 X | 2-10ft. X 6ft. X 38ft. RDY | 1938 | 34.69448056 | -96.96774444 | 21.982 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 78.1 | Fair (5) | 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 | 1700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
6715 BRKEY
6043 NBI No.
6043 On Under
1 Structure No.
2506 0396 X Control No.
006 Lane Ind.
Milepoint
03960 Facility Carried
U.S. 177 Feature Intersected
CREEK Division
03 County
049 Location
3.9 MI N MURRAY C/L Sufficiency
78.1 Kind Hwy
2 Level Service
1 Route No.
00077 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.95 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
1938 ADT Total
1700 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
23.999 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
6 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
36 HS Inv. Rating Method
1 HS Inv. Method
21.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2720 Future ADT Year
2042 Bypass Detour
37.282271 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
06043 ODOT County
25 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft. X 6ft. X 38ft. RDY Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2506 0396 X H Index
85.6236 Latitude
34:41:40.13 Longitude
-96:58:03.88 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
-1 NBI Text
06043 Vault Link
http://plansrv1/bridgemaintvault/b06043 GIS FO/SD
Meets Standards H Inv. Method
13.8 Latitude DD
34.69448056 Longitude DD
-96.96774444 ODOT County Number
25 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
6715 x
-10794399.9344331 y
4122439.39444261 |
|||||||||||||||||||||||||||||||||||||
| 06042 | 0710 0293 X | 6042 | — | U.S. 70 | CREEK | 0710 0293 X | (3) 8ft. X 4ft. X 44ft. RCB | 1938 | 33.99749167 | -96.32183889 | 26.001 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 88.8 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 6100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
6696 BRKEY
6042 NBI No.
6042 On Under
1 Structure No.
0710 0293 X Control No.
010 Lane Ind.
Milepoint
02930 Facility Carried
U.S. 70 Feature Intersected
CREEK Division
02 County
013 Location
2.93 E JCT SH-78 Sufficiency
88.8 Kind Hwy
2 Level Service
1 Route No.
00070 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1938 ADT Total
6100 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
4 Appr. Roadway Width
37.999 Span Type Main
M Material
1 - Concrete Design
19 Length
26.001 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
96.28 HS Inv. Rating Method
1 HS Inv. Method
57.65 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
9760 Future ADT Year
2042 Bypass Detour
24.233476 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
06042 ODOT County
07 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(3) 8ft. X 4ft. X 44ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0710 0293 X H Index
98.087 Latitude
33:59:50.97 Longitude
-96:19:18.62 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 70 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
041 NBI Text
06042 Vault Link
http://plansrv1/bridgemaintvault/b06042 GIS FO/SD
Meets Standards H Inv. Method
36.18 Latitude DD
33.99749167 Longitude DD
-96.32183889 ODOT County Number
7 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
6696 x
-10722498.0575065 y
4028465.223672 |
|||||||||||||||||||||||||||||||||||||
| 06041 | 5818 0232 X | 6041 | — | U.S. 69 | CREEK | 5818 0232 X | 2-10ft.X 2.5ft.X 52ft. R.C.BOX WEST END SK. 45 DEG. | 1938 | 36.97727778 | -94.83081389 | 22.999 | 0 | — | 2 | 45 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 77.9 | Fair (5) | 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 | 2400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
6695 BRKEY
6041 NBI No.
6041 On Under
1 Structure No.
5818 0232 X Control No.
018 Lane Ind.
Milepoint
02320 Facility Carried
U.S. 69 Feature Intersected
CREEK Division
08 County
115 Location
2.4 MI N US 69A Sufficiency
77.9 Kind Hwy
2 Level Service
1 Route No.
00069 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
43.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1938 ADT Total
2400 ADT Year
2022 Design Load
H 20 Skew
45 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
43.999 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.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
7 Structure Rating
5 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
5 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
36 HS Inv. Rating Method
1 HS Inv. Method
21.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3840 Future ADT Year
2042 Bypass Detour
9.941939 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
06041 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 2.5ft.X 52ft. R.C.BOX WEST END SK. 45 DEG. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5818 0232 X H Index
96.4499 Latitude
36:58:38.2 Longitude
-94:49:50.93 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 69 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
06041 Vault Link
http://plansrv1/bridgemaintvault/b06041 GIS FO/SD
Meets Standards H Inv. Method
13.8 Latitude DD
36.97727778 Longitude DD
-94.83081389 ODOT County Number
58 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
6695 x
-10556517.9137465 y
4435940.07587889 |
|||||||||||||||||||||||||||||||||||||
| 06040 | 0514 0214 X | 6040 | — | S.H. 6 | CREEK | 0514 0214 X | 2-10ft.X9ft.X178ft. RDY. R.C.B. | 1938 | 35.32248333 | -99.39975556 | 22.966 | 0 | — | 2 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 80.6 | 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) | B | 2500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
6694 BRKEY
6040 NBI No.
6040 On Under
1 Structure No.
0514 0214 X Control No.
014 Lane Ind.
Milepoint
02140 Facility Carried
S.H. 6 Feature Intersected
CREEK Division
05 County
009 Location
2.2 MI N JCT S.H. 152 Sufficiency
80.6 Kind Hwy
3 Level Service
1 Route No.
00006 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
99.9 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
1938 ADT Total
2500 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
8 Appr. Roadway Width
72.001 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
99.97 HS Inv. Rating Method
1 HS Inv. Method
65.84 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4000 Future ADT Year
2042 Bypass Detour
19.262507 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
06040 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.X9ft.X178ft. RDY. R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0514 0214 X H Index
93.07 Latitude
35:19:20.94 Longitude
-99:23:59.12 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 6 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
06040 Vault Link
http://plansrv1/bridgemaintvault/b06040 GIS FO/SD
Meets Standards H Inv. Method
36.58 Latitude DD
35.32248333 Longitude DD
-99.39975556 ODOT County Number
5 Maint. Dist.
5 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
6694 x
-11065130.1739151 y
4207792.15714511 |
|||||||||||||||||||||||||||||||||||||
| 06039 | 6310 0210 X | 6039 | — | S.H. 9 | BULLFROG CREEK | 6310 0210 X | 2-10ft. X 6ft. X 97ft. RDY | 1938 | 35.26061111 | -97.11046389 | 22.966 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 83.4 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 4300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
6693 BRKEY
6039 NBI No.
6039 On Under
1 Structure No.
6310 0210 X Control No.
010 Lane Ind.
Milepoint
02100 Facility Carried
S.H. 9 Feature Intersected
BULLFROG CREEK Division
03 County
125 Location
10.6 MI W JCT US 177 Sufficiency
83.4 Kind Hwy
3 Level Service
1 Route No.
00009 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
39.698 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
1938 ADT Total
4300 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
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
5 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
36 HS Inv. Rating Method
1 HS Inv. Method
21.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6880 Future ADT Year
2042 Bypass Detour
1.864114 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
06039 ODOT County
63 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft. X 6ft. X 97ft. RDY Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6310 0210 X H Index
98.35 Latitude
35:15:38.2 Longitude
-97:06:37.67 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 9 Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
06039 Vault Link
http://plansrv1/bridgemaintvault/b06039 GIS FO/SD
Meets Standards H Inv. Method
13.8 Latitude DD
35.26061111 Longitude DD
-97.11046389 ODOT County Number
63 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
6693 x
-10810287.3909334 y
4199353.79396075 |
|||||||||||||||||||||||||||||||||||||
| 06038 | 5408R0166 X | 6038 | — | S.H. 27 | CREEK | 5408R0166 X | 2-10ft. CONC SLAB SPAN | 1938 | 35.315 | -96.28166667 | 23.95 | 27.887 | — | 2 | 0 | 2 | 25.262 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 76.3 | Satisfactory (6) | Fair (5) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 520 | 2004 | 5 | Unmatched |
|
Raw data
OBJECTID
6692 BRKEY
6038 NBI No.
6038 On Under
1 Structure No.
5408R0166 X Control No.
008 Lane Ind.
Milepoint
01660 Facility Carried
S.H. 27 Feature Intersected
CREEK Division
03 County
107 Location
1.7 MI N HUGHES CO Sufficiency
76.3 Kind Hwy
3 Level Service
1 Route No.
00027 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
21.982 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1938 ADT Total
520 ADT Year
2004 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
25.262 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
22.001 Span Type Main
M Material
1 - Concrete Design
01 Length
23.95 Deck Width
27.887 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
6 Deck Rating
5 Super Rating
6 Sub Rating
6 Chan. Rating
5 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
47.289 HS Inv. Rating Method
1 HS Inv. Method
24.802 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
832 Future ADT Year
2024 Bypass Detour
29.204446 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
06038 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
2-10ft. CONC SLAB SPAN Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5408R0166 X H Index
87.104 Latitude
35:18:54 Longitude
-96:16:54 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 27 Scour
8 Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
06038 Vault Link
http://plansrv1/bridgemaintvault/b06038 GIS FO/SD
Meets Standards H Inv. Method
-1 Latitude DD
35.315 Longitude DD
-96.28166667 ODOT County Number
54 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
6692 x
-10718026.1064321 y
4206771.20979532 |