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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| 12451 | 4445R0287 X | 12451 | McClain | S.H. 76 | NORTH FORK WALNUT CREEK | 4445 0287 X | 3-50ft. I-BM. SPANS WI | 1950 | 35.17618333 | -97.65304444 | 150.919 | 30.84 | — | 3 | 0 | 2 | 27.887 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 6 | Critical (2) | Fair (5) | Poor (4) | Critical (2) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 5100 | 2014 | 5 | Unmatched |
|
Raw data
OBJECTID
12330 BRKEY
12451 NBI No.
12451 On Under
1 Structure No.
4445R0287 X Control No.
045 Lane Ind.
Milepoint
02870 Facility Carried
S.H. 76 Feature Intersected
NORTH FORK WALNUT CREEK Division
03 County
087 Location
2.8 MI.N. JCT. US62 Sufficiency
6 Kind Hwy
3 Level Service
1 Route No.
00076 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
1950 ADT Total
5100 ADT Year
2014 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
27.887 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
23.999 Span Type Main
M Material
3 - Steel Design
02 Length
150.919 Deck Width
30.84 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
5 Super Rating
4 Sub Rating
2 Chan. Rating
4 Culv. Rating
N Structure Rating
2 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
55.226 HS Inv. Rating Method
1 HS Inv. Method
33.069 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8160 Future ADT Year
2034 Bypass Detour
11.806053 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
12451 ODOT County
44 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
1.64 Rt. Curb SW
1.64 Description
3-50ft. I-BM. SPANS WI Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4445 0287 X H Index
63.751 Latitude
35:10:34.26 Longitude
-97:39:10.96 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 76 Scour
2 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
12451 Vault Link
http://plansrv1/bridgemaintvault/b12451 GIS FO/SD
SD H Inv. Method
25.574 Latitude DD
35.17618333 Longitude DD
-97.65304444 ODOT County Number
44 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
12330 x
-10870687.1814737 y
4187849.60545606 |
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| 12640 | 3630 1100 X | 12640 | Kay | U.S. 60 | BNSF R.R. & RD UND | 3630 1100 X | 45ft.,55ft.,67ft.,2-50ft. I-BM. SPANS W/ TR-4 RAIL | 1951 | 36.68072778 | -97.08738889 | 268.33 | 32.169 | — | 5 | 0 | 2 | 30 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 63.2 | Fair (5) | Good (7) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 4700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12322 BRKEY
12640 NBI No.
12640 On Under
1 Structure No.
3630 1100 X Control No.
030 Lane Ind.
Milepoint
11000 Facility Carried
U.S. 60 Feature Intersected
BNSF R.R. & RD UND Division
04 County
071 Location
US 60; 0.9W OF US77/177 Sufficiency
63.2 Kind Hwy
2 Level Service
1 Route No.
00060 Service Type On
1 Service Type Off
4 Vertical Clearance
Y 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
1951 ADT Total
4700 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
5 Road Width
30 Ref. Underclearance Rt.
R Underclearance Right
23.061 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
34.003 Span Type Main
M Material
3 - Steel Design
02 Length
268.33 Deck Width
32.169 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
7 Super Rating
5 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N 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
7520 Future ADT Year
2042 Bypass Detour
4.97097 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
50 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
2005 Max Measured Clearance
2106 Min Measured Clearance
2008 NBI Rating
12640 ODOT County
36 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
45ft.,55ft.,67ft.,2-50ft. I-BM. SPANS W/ TR-4 RAIL Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3630 1100 X H Index
73.0126 Latitude
36:40:50.62 Longitude
-97:05:14.6 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 60 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
12640 Vault Link
http://plansrv1/bridgemaintvault/b12640 GIS FO/SD
Meets Standards H Inv. Method
22 Latitude DD
36.68072778 Longitude DD
-97.08738889 ODOT County Number
36 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
12322 x
-10807718.6936833 y
4394697.30167974 |
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| 12639 | 4728R0575 X | 12639 | Major | S.H. 58 | SAND CREEK | 4728R0575 X | 5-50ft. CONC. GIRDER SPANS SK. 45 DEG WITH 2-18ft. SAFETY CURBS | 1951 | 36.23166667 | -98.47666667 | 251.969 | 31.001 | — | 5 | 45 | 2 | 27.999 | 1 - Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, posting would be required but bridge is exempt (D) | 7.5 | Critical (2) | Serious (3) | Fair (5) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1460 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
12321 BRKEY
12639 NBI No.
12639 On Under
1 Structure No.
4728R0575 X Control No.
028 Lane Ind.
Milepoint
05750 Facility Carried
S.H. 58 Feature Intersected
SAND CREEK Division
06 County
093 Location
2.0 MI S JCT US 60 Sufficiency
7.5 Kind Hwy
3 Level Service
1 Route No.
00058 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
27.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1951 ADT Total
1460 ADT Year
1999 Design Load
H 20 Skew
45 No. Main Spans
5 Road Width
27.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
32.001 Span Type Main
M Material
1 - Concrete Design
02 Length
251.969 Deck Width
31.001 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
3 Super Rating
5 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
2 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 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
1800 Future ADT Year
2017 Bypass Detour
39.146385 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
12639 ODOT County
47 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
5-50ft. CONC. GIRDER SPANS SK. 45 DEG WITH 2-18ft. SAFETY CURBS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4728R0575 X H Index
100 Latitude
36:13:54 Longitude
-98:28:36 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
S.H. 58 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
12639 Vault Link
http://plansrv1/bridgemaintvault/b12639 GIS FO/SD
SD H Inv. Method
0 Latitude DD
36.23166667 Longitude DD
-98.47666667 ODOT County Number
47 Maint. Dist.
6 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
12321 x
-10962372.3887233 y
4332545.34955419 |
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| 12638 | 4040R1679 X | 12638 | Le Flore | S.H. 63 | BILLY CREEK | 4040 1679 X | 80ft.PNY TRS&2-30&2-35 | 1951 | 34.6826 | -94.77587222 | 212.927 | 29.701 | — | 1 | 0 | 2 | 26.001 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 48.3 | 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 | 610 | 2015 | 5 | Unmatched |
|
Raw data
OBJECTID
12320 BRKEY
12638 NBI No.
12638 On Under
1 Structure No.
4040R1679 X Control No.
040 Lane Ind.
Milepoint
16790 Facility Carried
S.H. 63 Feature Intersected
BILLY CREEK Division
02 County
079 Location
17 MI SE JCT US271 Sufficiency
48.3 Kind Hwy
3 Level Service
1 Route No.
00063 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
1951 ADT Total
610 ADT Year
2015 Design Load
H 20 Skew
0 No. Main Spans
1 Road Width
26.001 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
27.999 Span Type Main
M Material
3 - Steel Design
10 Length
212.927 Deck Width
29.701 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
5 Super Rating
4 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
4 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
42 HS Inv. Rating Method
2 HS Inv. Method
27 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
976 Future ADT Year
2035 Bypass Detour
32.932673 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
12638 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
1 Lft. Curb SW
1.801 Rt. Curb SW
1.801 Description
80ft.PNY TRS&2-30&2-35 Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4040 1679 X H Index
61.8082 Latitude
34:40:57.36 Longitude
-94:46:33.14 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 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
122 NBI Text
12638 Vault Link
http://plansrv1/bridgemaintvault/b12638 GIS FO/SD
SD H Inv. Method
19.6 Latitude DD
34.6826 Longitude DD
-94.77587222 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
12320 x
-10550401.8350188 y
4120830.97217444 |
|||||||||||||||||||||||||||||||||||||
| 12637 | 5012R0490NX | 12637 | Murray | S.H. 7 | GUY SANDY CREEK | 5012 0490NX | 64ft.-80ft.-64ft. CONT. I-BM SPANS | 1951 | 34.506625 | -97.034286 | 212.927 | 32.999 | — | 3 | 30 | 2 | 27.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 53 | Fair (5) | Poor (4) | Fair (5) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 5200 | 2019 | 5 | Unmatched |
|
Raw data
OBJECTID
12319 BRKEY
12637 NBI No.
12637 On Under
1 Structure No.
5012R0490NX Control No.
012 Lane Ind.
N Milepoint
04900 Facility Carried
S.H. 7 Feature Intersected
GUY SANDY CREEK Division
07 County
099 Location
4.9 MI E JCT US77 Sufficiency
53 Kind Hwy
3 Level Service
1 Route No.
00007 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
02 - Principal Arterial Other (Rural) Year Built
1951 ADT Total
5200 ADT Year
2019 Design Load
H 20 Skew
30 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
27.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
212.927 Deck Width
32.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
4 Super Rating
5 Sub Rating
7 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
39.4 HS Inv. Rating Method
1 HS Inv. Method
23.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8320 Future ADT Year
2039 Bypass Detour
0.124274 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
12637 ODOT County
50 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
64ft.-80ft.-64ft. CONT. I-BM SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5012 0490NX H Index
69.2378 Latitude
34:30:23.85 Longitude
-97:02:03.43 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 7 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete and Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
14-50 NBI Text
12637 Vault Link
http://plansrv1/bridgemaintvault/b12637 GIS FO/SD
FOSD H Inv. Method
18 Latitude DD
34.506625 Longitude DD
-97.034286 ODOT County Number
50 Maint. Dist.
7 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
12319 x
-10801807.3070089 y
4097033.95307559 |
|||||||||||||||||||||||||||||||||||||
| 12636 | 2014R1711 X | 12636 | Custer | S.H. 33 | EAST BARNITZ CREEK O'FLO | 2014 1711 X | 8-25ft. REINF. CONC. SLAB SPANS | 1951 | 35.638606 | -99.073347 | 200.131 | 28.501 | — | 8 | 0 | 2 | 26.001 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 64.5 | 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 | 720 | 2020 | 5 | Unmatched |
|
Raw data
OBJECTID
12318 BRKEY
12636 NBI No.
12636 On Under
1 Structure No.
2014R1711 X Control No.
014 Lane Ind.
Milepoint
17110 Facility Carried
S.H. 33 Feature Intersected
EAST BARNITZ CREEK O'FLO Division
05 County
039 Location
6.2 MI E JCT S.H. 44 S. Sufficiency
64.5 Kind Hwy
3 Level Service
1 Route No.
00033 Service Type On
1 Service Type Off
9 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
07 - Major Collector (Rural) Year Built
1951 ADT Total
720 ADT Year
2020 Design Load
H 20 Skew
0 No. Main Spans
8 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
30 Span Type Main
M Material
1 - Concrete Design
01 Length
200.131 Deck Width
28.501 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
N Culv. Rating
N Structure Rating
5 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
43 HS Inv. Rating Method
1 HS Inv. Method
26 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1152 Future ADT Year
2040 Bypass Detour
49.088324 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
12636 ODOT County
20 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.001 Rt. Curb SW
1.001 Description
8-25ft. REINF. CONC. SLAB SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
2014 1711 X H Index
86.7994 Latitude
35:38:18.98 Longitude
-99:04:24.05 I257A
1 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 33 Scour
8 Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
12636 Vault Link
http://plansrv1/bridgemaintvault/b12636 GIS FO/SD
Meets Standards H Inv. Method
14 Latitude DD
35.638606 Longitude DD
-99.073347 ODOT County Number
20 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
12318 x
-11028794.5392253 y
4251007.38220622 |
|||||||||||||||||||||||||||||||||||||
| 12635 | 2014R1666 X | 12635 | Custer | S.H. 33 | WEST BARNITZ CREEK O'FLO | 2014 1666 X | 8-25ft. REINF. CONC. SLAB SPANS | 1951 | 35.638606 | -99.081325 | 200.131 | 28.999 | — | 8 | 0 | 2 | 26.001 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 64.5 | 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 | 720 | 2020 | 5 | Unmatched |
|
Raw data
OBJECTID
12317 BRKEY
12635 NBI No.
12635 On Under
1 Structure No.
2014R1666 X Control No.
014 Lane Ind.
Milepoint
16660 Facility Carried
S.H. 33 Feature Intersected
WEST BARNITZ CREEK O'FLO Division
05 County
039 Location
5.7 MI E JCT S.H. 44 S. Sufficiency
64.5 Kind Hwy
3 Level Service
1 Route No.
00033 Service Type On
1 Service Type Off
9 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
07 - Major Collector (Rural) Year Built
1951 ADT Total
720 ADT Year
2020 Design Load
H 15 Skew
0 No. Main Spans
8 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
30 Span Type Main
M Material
1 - Concrete Design
01 Length
200.131 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
N Culv. Rating
N Structure Rating
5 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
43 HS Inv. Rating Method
1 HS Inv. Method
26 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1152 Future ADT Year
2040 Bypass Detour
49.088324 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
Y Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
12635 ODOT County
20 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.001 Rt. Curb SW
1.001 Description
8-25ft. REINF. CONC. SLAB SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
2014 1666 X H Index
85.9828 Latitude
35:38:18.98 Longitude
-99:04:52.77 I257A
1 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 33 Scour
8 Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
12635 Vault Link
http://plansrv1/bridgemaintvault/b12635 GIS FO/SD
Meets Standards H Inv. Method
14 Latitude DD
35.638606 Longitude DD
-99.081325 ODOT County Number
20 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
12317 x
-11029682.6461228 y
4251007.38220622 |
|||||||||||||||||||||||||||||||||||||
| 12545 | 1110 0031 X | 12545 | Cherokee | S.H. 10 | SQYRE CREEK | 1110 0031 X | 3-10ft.X 8ft.X 30ft. R.C.B | 1951 | 35.931092 | -94.926958 | 33.136 | 32.001 | — | 3 | 0 | 2 | 27.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 81.2 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12316 BRKEY
12545 NBI No.
12545 On Under
1 Structure No.
1110 0031 X Control No.
010 Lane Ind.
Milepoint
00310 Facility Carried
S.H. 10 Feature Intersected
SQYRE CREEK Division
01 County
021 Location
0.3 MI N US62 Sufficiency
81.2 Kind Hwy
3 Level Service
1 Route No.
00010 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
1951 ADT Total
2200 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
27.999 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
33.136 Deck Width
32.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
58.3 HS Inv. Rating Method
1 HS Inv. Method
35 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3520 Future ADT Year
2042 Bypass Detour
47.22421 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
12545 ODOT County
11 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X 8ft.X 30ft. R.C.B Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1110 0031 X H Index
98.3016 Latitude
35:55:51.93 Longitude
-94:55:37.05 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 10 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
0 NBI Text
12545 Vault Link
http://plansrv1/bridgemaintvault/b12545 GIS FO/SD
Meets Standards H Inv. Method
19.4 Latitude DD
35.931092 Longitude DD
-94.926958 ODOT County Number
11 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
12316 x
-10567220.6271145 y
4291143.87530468 |
|||||||||||||||||||||||||||||||||||||
| 12544 | 3610R0002 X | 12544 | Kay | U.S. 77 | CREEK | 3610 0002 X | 3-10ft. X 5ft. X 106ft. R.C. BOX | 1951 | 36.68123056 | -97.07014444 | 31.499 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 97 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 8500 | 2004 | 5 | Unmatched |
|
Raw data
OBJECTID
12315 BRKEY
12544 NBI No.
12544 On Under
1 Structure No.
3610R0002 X Control No.
010 Lane Ind.
Milepoint
00020 Facility Carried
U.S. 77 Feature Intersected
CREEK Division
04 County
071 Location
N JCT US 60 Sufficiency
97 Kind Hwy
2 Level Service
1 Route No.
00077 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
99.9 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1951 ADT Total
8500 ADT Year
2004 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
09 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
31.499 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
9 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
4 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.053 HS Inv. Rating Method
2 HS Inv. Method
36.046 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
13600 Future ADT Year
2024 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
12544 ODOT County
36 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft. X 5ft. X 106ft. R.C. BOX Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
3610 0002 X H Index
98.3643 Latitude
36:40:52.43 Longitude
-97:04:12.52 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
U.S. 77 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
12544 Vault Link
http://plansrv1/bridgemaintvault/b12544 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
36.68123056 Longitude DD
-97.07014444 ODOT County Number
36 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
12315 x
-10805799.0502903 y
4394767.09099182 |
|||||||||||||||||||||||||||||||||||||
| 12634 | 1422R1104 X | 12634 | Cleveland | S.H. 39 | POND CREEK | 1422R1104 X | 3-60ft. I-BM SPANS | 1951 | 35.015 | -97.14666667 | 182.087 | 30.499 | — | 3 | 30 | 2 | 27.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Posted for load (P) | 18.4 | Poor (4) | Critical (2) | Poor (4) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 4570 | 2002 | 5 | Unmatched |
|
Raw data
OBJECTID
12298 BRKEY
12634 NBI No.
12634 On Under
1 Structure No.
1422R1104 X Control No.
022 Lane Ind.
Milepoint
11040 Facility Carried
S.H. 39 Feature Intersected
POND CREEK Division
03 County
027 Location
11 MI E JCT US77 Sufficiency
18.4 Kind Hwy
3 Level Service
1 Route No.
00039 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1951 ADT Total
4570 ADT Year
2002 Design Load
H 15 Skew
30 No. Main Spans
3 Road Width
27.999 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
33.999 Span Type Main
M Material
3 - Steel Design
02 Length
182.087 Deck Width
30.499 Bridge Open Closed
P TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
7 Deck Rating
2 Super Rating
4 Sub Rating
4 Chan. Rating
5 Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
N Bridge Posting
4 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
27.007 HS Inv. Rating Method
1 HS Inv. Method
19.952 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
7312 Future ADT Year
2022 Bypass Detour
65.243975 School Bus Rte.
3 Posted Weight
212743 Posted Speed Limit
NR Narrow or 1 Lane
NNN Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
12634 ODOT County
14 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-60ft. I-BM SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1422R1104 X H Index
51.2977 Latitude
35:00:54 Longitude
-97:08:48 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 39 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
12634 Vault Link
http://plansrv1/bridgemaintvault/b12634 GIS FO/SD
SD H Inv. Method
15.984 Latitude DD
35.015 Longitude DD
-97.14666667 ODOT County Number
14 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
12298 x
-10814317.4659683 y
4165919.77103155 |
|||||||||||||||||||||||||||||||||||||
| 12633 | 4040 0839 X | 12633 | Le Flore | S.H. 63 | BOHANNON CREEK | 4040 0839 X | (2) 40ft. - 60ft. - 40ft. WF-BEAM | 1951 | 34.70559722 | -94.91020833 | 181 | 29 | — | 4 | 0 | 2 | 26 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 75.5 | 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 | 1100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12297 BRKEY
12633 NBI No.
12633 On Under
1 Structure No.
4040 0839 X Control No.
040 Lane Ind.
Milepoint
08390 Facility Carried
S.H. 63 Feature Intersected
BOHANNON CREEK Division
02 County
079 Location
8.39 E JCT US-271 Sufficiency
75.5 Kind Hwy
3 Level Service
1 Route No.
00063 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
26 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
1951 ADT Total
1100 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
4 Road Width
26 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
28 Span Type Main
M Material
3 - Steel Design
02 Length
181 Deck Width
29 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
6 Sub Rating
6 Chan. Rating
7 Culv. Rating
N Structure Rating
6 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1760 Future ADT Year
2042 Bypass Detour
32.9 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
12633 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
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
(2) 40ft. - 60ft. - 40ft. WF-BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4040 0839 X H Index
88.485 Latitude
34:42:20.15 Longitude
-94:54:36.75 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 63 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
120 NBI Text
12633 Vault Link
http://plansrv1/bridgemaintvault/b12633 GIS FO/SD
Meets Standards H Inv. Method
17 Latitude DD
34.70559722 Longitude DD
-94.91020833 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
12297 x
-10565356.0623791 y
4123944.60697738 |
|||||||||||||||||||||||||||||||||||||
| 12631 | 0304R2064EX | 12631 | Atoka | U.S. 69 | BUCK CREEK | 0304 2064EX | 50ft. - 60ft. - 50ft. I-BEAM SK 30° | 1951 | 34.62605 | -95.960419 | 162.001 | 32.999 | — | 3 | 30 | 2 | 27.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 65.7 | Fair (5) | Fair (5) | Fair (5) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 7250 | 2019 | 5 | Unmatched |
|
Raw data
OBJECTID
12295 BRKEY
12631 NBI No.
12631 On Under
1 Structure No.
0304R2064EX Control No.
004 Lane Ind.
E Milepoint
20640 Facility Carried
U.S. 69 Feature Intersected
BUCK CREEK Division
02 County
005 Location
20.64 N JCT SH-7 Sufficiency
65.7 Kind Hwy
2 Level Service
1 Route No.
00069 Service Type On
1 Service Type Off
5 Vertical Clearance
N 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
1951 ADT Total
7250 ADT Year
2019 Design Load
H 20 Skew
30 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
38.999 Span Type Main
M Material
3 - Steel Design
02 Length
162.001 Deck Width
32.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
5 Super Rating
5 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
5 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
55.1 HS Inv. Rating Method
1 HS Inv. Method
33 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
11600 Future ADT Year
2039 Bypass Detour
0.099997 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
12631 ODOT County
03 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
2.5 Rt. Curb SW
2.5 Description
50ft. - 60ft. - 50ft. I-BEAM SK 30° Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
0304 2064EX H Index
73.9059 Latitude
34:37:33.78 Longitude
-95:57:37.51 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 69 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
27 NBI Text
12631 Vault Link
http://plansrv1/bridgemaintvault/b12631 GIS FO/SD
FO H Inv. Method
25.5 Latitude DD
34.62605 Longitude DD
-95.960419 ODOT County Number
3 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
12295 x
-10682264.9793892 y
4113178.24169828 |
|||||||||||||||||||||||||||||||||||||
| 12630 | 0906 0819SX | 12630 | Canadian | S.H. 66 | SHELL CREEK | 0906 0819SX | 4-40ft. I-BM. SPANS SK.30 DEG. WITH 2-1.5ft. SAFETY CURBS | 1951 | 35.50774444 | -97.79084167 | 162.08 | 32.001 | — | 4 | 30 | 2 | 27.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 69 | 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 | 3050 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12294 BRKEY
12630 NBI No.
12630 On Under
1 Structure No.
0906 0819SX Control No.
006 Lane Ind.
S Milepoint
08190 Facility Carried
S.H. 66 Feature Intersected
SHELL CREEK Division
04 County
017 Location
8.3 MI. E. JCT. US81 Sufficiency
69 Kind Hwy
3 Level Service
1 Route No.
00066 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
27.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1951 ADT Total
3050 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
30 No. Main Spans
4 Road Width
27.001 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
162.08 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
5 Super Rating
6 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
56.3 HS Inv. Rating Method
3 HS Inv. Method
43.4 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
4880 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
12630 ODOT County
09 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
4 Lft. Curb SW
0.499 Rt. Curb SW
0.499 Description
4-40ft. I-BM. SPANS SK.30 DEG. WITH 2-1.5ft. SAFETY CURBS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0906 0819SX H Index
91.319 Latitude
35:30:27.88 Longitude
-97:47:27.03 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
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
12630 Vault Link
http://plansrv1/bridgemaintvault/b12630 GIS FO/SD
FO H Inv. Method
43.3 Latitude DD
35.50774444 Longitude DD
-97.79084167 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
12294 x
-10886026.69895 y
4233097.46282607 |
|||||||||||||||||||||||||||||||||||||
| 12629 | 0906 0819NX | 12629 | Canadian | S.H. 66 | SHELL CREEK | 0906 0819NX | 4-40ft. I-BM. SPANS SK.30 DEG. W/ 2- 1.5ft. SAFETY CURBS | 1951 | 35.507975 | -97.790675 | 162.08 | 32.001 | — | 4 | 30 | 2 | 26.998 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 74 | 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 | 2650 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12293 BRKEY
12629 NBI No.
12629 On Under
1 Structure No.
0906 0819NX Control No.
006 Lane Ind.
N Milepoint
08190 Facility Carried
S.H. 66 Feature Intersected
SHELL CREEK Division
04 County
017 Location
8.3 MI. E. JCT. US81 Sufficiency
74 Kind Hwy
3 Level Service
1 Route No.
00066 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
26.998 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
1951 ADT Total
2650 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
30 No. Main Spans
4 Road Width
26.998 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
28.1 Span Type Main
M Material
3 - Steel Design
02 Length
162.08 Deck Width
32.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
6 Sub Rating
5 Chan. Rating
5 Culv. Rating
N Structure Rating
5 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
56.3 HS Inv. Rating Method
3 HS Inv. Method
43.4 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
4240 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
12629 ODOT County
09 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
4 Lft. Curb SW
0.499 Rt. Curb SW
0.499 Description
4-40ft. I-BM. SPANS SK.30 DEG. W/ 2- 1.5ft. SAFETY CURBS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0906 0819NX H Index
88.197 Latitude
35:30:28.71 Longitude
-97:47:26.43 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
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
12629 Vault Link
http://plansrv1/bridgemaintvault/b12629 GIS FO/SD
FO H Inv. Method
43.3 Latitude DD
35.507975 Longitude DD
-97.790675 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
12293 x
-10886008.1453305 y
4233128.99193104 |
|||||||||||||||||||||||||||||||||||||
| 12440 | 1910R1371 X | 12440 | Creek | S.H. 16 | BROWNS CREEK | 1910 1371 X | 40ft.-50ft.-40ft. I-BM SPA | 1950 | 35.74068889 | -96.22153333 | 130.906 | 30.84 | — | 3 | 0 | 2 | 25.919 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 20 | Serious (3) | Poor (4) | Serious (3) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 990 | 2008 | 5 | Unmatched |
|
Raw data
OBJECTID
12283 BRKEY
12440 NBI No.
12440 On Under
1 Structure No.
1910R1371 X Control No.
010 Lane Ind.
Milepoint
13710 Facility Carried
S.H. 16 Feature Intersected
BROWNS CREEK Division
08 County
037 Location
13.8 MI E S JCT SH 48 Sufficiency
20 Kind Hwy
3 Level Service
1 Route No.
00016 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
25.919 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
1950 ADT Total
990 ADT Year
2008 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
25.919 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
26.001 Span Type Main
M Material
3 - Steel Design
02 Length
130.906 Deck Width
30.84 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
4 Super Rating
3 Sub Rating
7 Chan. Rating
6 Culv. Rating
N Structure Rating
3 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
42.439 HS Inv. Rating Method
1 HS Inv. Method
25.353 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1584 Future ADT Year
2028 Bypass Detour
29.204446 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
12440 ODOT County
19 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.64 Rt. Curb SW
1.64 Description
40ft.-50ft.-40ft. I-BM SPA Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1910 1371 X H Index
69.8818 Latitude
35:44:26.48 Longitude
-96:13:17.52 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 16 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
12440 Vault Link
http://plansrv1/bridgemaintvault/b12440 GIS FO/SD
SD H Inv. Method
17.968 Latitude DD
35.74068889 Longitude DD
-96.22153333 ODOT County Number
19 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
12283 x
-10711332.0936436 y
4264998.97660936 |
|||||||||||||||||||||||||||||||||||||
| 12439 | 4610 0699 X | 12439 | McIntosh | S.H. 9 | SHELL CREEK | 4610 0699 X | (3) 45ft. RC BEAM | 1950 | 35.260775 | -95.86123611 | 137.001 | 31.001 | — | 3 | 0 | 2 | 26.001 | 1 - Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 57 | Fair (5) | Fair (5) | Fair (5) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12282 BRKEY
12439 NBI No.
12439 On Under
1 Structure No.
4610 0699 X Control No.
010 Lane Ind.
Milepoint
06990 Facility Carried
S.H. 9 Feature Intersected
SHELL CREEK Division
01 County
091 Location
1.3 E JCT SH-52 Sufficiency
57 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
1950 ADT Total
1100 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
26.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
33.999 Span Type Main
M Material
1 - Concrete Design
02 Length
137.001 Deck Width
31.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
5 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
54 HS Inv. Rating Method
1 HS Inv. Method
33 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1760 Future ADT Year
2042 Bypass Detour
67.108088 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
12439 ODOT County
46 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
2.5 Rt. Curb SW
2.5 Description
(3) 45ft. RC BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4610 0699 X H Index
99.2704 Latitude
35:15:38.79 Longitude
-95:51:40.45 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
10-0699 NBI Text
12439 Vault Link
http://plansrv1/bridgemaintvault/b12439 GIS FO/SD
Meets Standards H Inv. Method
25 Latitude DD
35.260775 Longitude DD
-95.86123611 ODOT County Number
46 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
12282 x
-10671223.990579 y
4199376.13737225 |
|||||||||||||||||||||||||||||||||||||
| 12628 | 0720R1779 X | 12628 | Bryan | S.H. 78 | ISLAND BAYOU CREEK | 0720 1779 X | (3) 50ft. RC BEAM | 1951 | 33.859706 | -96.374778 | 150.919 | 32.999 | — | 3 | 0 | 2 | 27.999 | 1 - Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 15.5 | Critical (2) | 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 | 2300 | 2020 | 5 | Unmatched |
|
Raw data
OBJECTID
12274 BRKEY
12628 NBI No.
12628 On Under
1 Structure No.
0720R1779 X Control No.
020 Lane Ind.
Milepoint
17790 Facility Carried
S.H. 78 Feature Intersected
ISLAND BAYOU CREEK Division
02 County
013 Location
17.79 N & W TX S/L Sufficiency
15.5 Kind Hwy
3 Level Service
1 Route No.
00078 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
1951 ADT Total
2300 ADT Year
2020 Design Load
H 15 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
27.999 Span Type Main
M Material
1 - Concrete Design
02 Length
150.919 Deck Width
32.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
5 Super Rating
6 Sub Rating
5 Chan. Rating
7 Culv. Rating
N Structure Rating
2 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
0 HS Inv. Rating Method
1 HS Inv. Method
0 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3680 Future ADT Year
2040 Bypass Detour
19.262507 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
12628 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
2.5 Rt. Curb SW
2.5 Description
(3) 50ft. RC BEAM Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
0720 1779 X H Index
94.2855 Latitude
33:51:34.94 Longitude
-96:22:29.2 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 78 Scour
5 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
077 NBI Text
12628 Vault Link
http://plansrv1/bridgemaintvault/b12628 GIS FO/SD
Meets Standards H Inv. Method
0 Latitude DD
33.859706 Longitude DD
-96.374778 ODOT County Number
7 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
12274 x
-10728391.2122748 y
4009979.49016299 |
|||||||||||||||||||||||||||||||||||||
| 12627 | 4040 0250 X | 12627 | Le Flore | S.H. 63 | BUZZARD CREEK | 4040 0250 X | 40ft. - 60ft. - 50ft. I-BEAM | 1951 | 34.72393611 | -95.00751667 | 151 | 42.2 | — | 3 | 0 | 2 | 40 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 92.3 | Good (7) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12273 BRKEY
12627 NBI No.
12627 On Under
1 Structure No.
4040 0250 X Control No.
040 Lane Ind.
Milepoint
02500 Facility Carried
S.H. 63 Feature Intersected
BUZZARD CREEK Division
02 County
079 Location
2.50 E JCT US-271 Sufficiency
92.3 Kind Hwy
3 Level Service
1 Route No.
00063 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1951 ADT Total
2200 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
28 Span Type Main
M Material
3 - Steel Design
02 Length
151 Deck Width
42.2 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
6 Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
53 HS Inv. Rating Method
1 HS Inv. Method
32 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3520 Future ADT Year
2042 Bypass Detour
32.9 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
12627 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
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
40ft. - 60ft. - 50ft. I-BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4040 0250 X H Index
100 Latitude
34:43:26.17 Longitude
-95:00:27.06 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 63 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
111 NBI Text
12627 Vault Link
http://plansrv1/bridgemaintvault/b12627 GIS FO/SD
Meets Standards H Inv. Method
24 Latitude DD
34.72393611 Longitude DD
-95.00751667 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
12273 x
-10576188.3772378 y
4126428.16249009 |
|||||||||||||||||||||||||||||||||||||
| 12625 | 4106 1491 X | 12625 | Lincoln | S.H. 66 | BELLCOW CREEK | 4106 1491 X | 42ft.-56ft.-42ft. CONT. SL | 1951 | 35.69535 | -96.88549167 | 142.06 | 38.058 | — | 3 | 0 | 2 | 23.999 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 63.7 | Good (7) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 3800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12271 BRKEY
12625 NBI No.
12625 On Under
1 Structure No.
4106 1491 X Control No.
006 Lane Ind.
Milepoint
14910 Facility Carried
S.H. 66 Feature Intersected
BELLCOW CREEK Division
03 County
081 Location
SH 66; 0.1 MI W SH 18 Sufficiency
63.7 Kind Hwy
3 Level Service
1 Route No.
00066 Service Type On
5 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
1951 ADT Total
3800 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
23.999 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
142.06 Deck Width
38.058 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
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
52 HS Inv. Rating Method
1 HS Inv. Method
31 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6080 Future ADT Year
2042 Bypass Detour
37 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
35 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
12625 ODOT County
41 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
3 Lft. Curb SW
3.937 Rt. Curb SW
3.937 Description
42ft.-56ft.-42ft. CONT. SL Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4106 1491 X H Index
82.7326 Latitude
35:41:43.26 Longitude
-96:53:07.77 I257A
1 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 66 Scour
8 Design Structure
1 - Slab FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
12625 Vault Link
http://plansrv1/bridgemaintvault/b12625 GIS FO/SD
FO H Inv. Method
23 Latitude DD
35.69535 Longitude DD
-96.88549167 ODOT County Number
41 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
12271 x
-10785243.5979603 y
4258782.5673955 |
|||||||||||||||||||||||||||||||||||||
| 12624 | 5507 0675NX | 12624 | Oklahoma | I-44 WB | DEEP FORK CREEK | 5507 0675NX | 37ft.-55ft.-38ft. I-BM SPANS ON A 3 DEG. 30ft. CURVE SK. 60 DEG. | 1951 | 35.527547 | -97.527931 | 140 | 55 | — | 3 | 32 | 3 | 52.749 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.6 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 46450 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12270 BRKEY
12624 NBI No.
12624 On Under
1 Structure No.
5507 0675NX Control No.
007 Lane Ind.
N Milepoint
06750 Facility Carried
I-44 WB Feature Intersected
DEEP FORK CREEK Division
04 County
109 Location
6.7 MI N & E JCT I40 Sufficiency
97.6 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
52.749 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1951 ADT Total
46450 ADT Year
2022 Design Load
HS 20 Skew
32 No. Main Spans
3 Road Width
52.749 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
52.001 Span Type Main
M Material
3 - Steel Design
02 Length
140 Deck Width
55 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
58.8 HS Inv. Rating Method
1 HS Inv. Method
35.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
74320 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
60 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
12624 ODOT County
55 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
4 Lft. Curb SW
0 Rt. Curb SW
0 Description
37ft.-55ft.-38ft. I-BM SPANS ON A 3 DEG. 30ft. CURVE SK. 60 DEG. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5507 0675NX H Index
87.4315 Latitude
35:31:39.17 Longitude
-97:31:40.55 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-44 WB Scour
7 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
12624 Vault Link
http://plansrv1/bridgemaintvault/b12624 GIS FO/SD
Meets Standards H Inv. Method
26.3 Latitude DD
35.527547 Longitude DD
-97.527931 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
12270 x
-10856759.6170415 y
4235805.79516661 |
|||||||||||||||||||||||||||||||||||||
| 12623 | 5507 0675SX | 12623 | Oklahoma | I-44 EB | DEEP FORK CREEK | 5507 0675SX | 39ft.-59ft.-41ft. I-BM. SPANS SK. 54 DEG. 32ft.23ft. | 1951 | 35.527336 | -97.527392 | 142.247 | 65.997 | — | 3 | 34 | 4 | 60 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 90.6 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 46150 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12269 BRKEY
12623 NBI No.
12623 On Under
1 Structure No.
5507 0675SX Control No.
007 Lane Ind.
S Milepoint
06750 Facility Carried
I-44 EB Feature Intersected
DEEP FORK CREEK Division
04 County
109 Location
6.7 MI N & E JCT I40 Sufficiency
90.6 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
60 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1951 ADT Total
46150 ADT Year
2022 Design Load
HS 20 Skew
34 No. Main Spans
3 Road Width
60 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
72.001 Span Type Main
M Material
3 - Steel Design
02 Length
142.247 Deck Width
65.997 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
59.4 HS Inv. Rating Method
1 HS Inv. Method
35.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
73840 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
60 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
12623 ODOT County
55 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
4 Lft. Curb SW
0 Rt. Curb SW
0 Description
39ft.-59ft.-41ft. I-BM. SPANS SK. 54 DEG. 32ft.23ft. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5507 0675SX H Index
87.5624 Latitude
35:31:38.41 Longitude
-97:31:38.61 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-44 EB Scour
7 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
12623 Vault Link
http://plansrv1/bridgemaintvault/b12623 GIS FO/SD
Meets Standards H Inv. Method
28.6 Latitude DD
35.527336 Longitude DD
-97.527392 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
12269 x
-10856699.615836 y
4235776.93385423 |
|||||||||||||||||||||||||||||||||||||
| 12529 | 1904R2197 X | 12529 | Creek | S.H. 66 | CREEK | 1904 2197 X | 2-10ft.X3ft.X62ft.RCB | 1951 | 35.99833333 | -96.12166667 | 21.982 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 80.7 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 10000 | 2006 | 5 | Unmatched |
|
Raw data
OBJECTID
12264 BRKEY
12529 NBI No.
12529 On Under
1 Structure No.
1904R2197 X Control No.
004 Lane Ind.
Milepoint
21970 Facility Carried
S.H. 66 Feature Intersected
CREEK Division
08 County
037 Location
21.9 MI NE JCT SH 48 Sufficiency
80.7 Kind Hwy
3 Level Service
1 Route No.
00066 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
61.68 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
1951 ADT Total
10000 ADT Year
2006 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
02 Appr. Roadway Width
30 Span Type Main
M Material
1 - Concrete Design
19 Length
21.982 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
0 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
8 Structure Rating
8 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
5 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.053 HS Inv. Rating Method
2 HS Inv. Method
36.046 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
16000 Future ADT Year
2026 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
12529 ODOT County
19 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X3ft.X62ft.RCB Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1904 2197 X H Index
100 Latitude
35:59:54 Longitude
-96:07:18 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
S.H. 66 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
12529 Vault Link
http://plansrv1/bridgemaintvault/b12529 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
35.99833333 Longitude DD
-96.12166667 ODOT County Number
19 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
12264 x
-10700214.9879052 y
4300392.04324586 |
|||||||||||||||||||||||||||||||||||||
| 12528 | 2014 2187 X | 12528 | Custer | S.H. 33 | CREEK | 2014 2187 X | 2-10ft.X9ft.X53ft. RDY. R.C.B. | 1951 | 35.63850833 | -98.98870833 | 22.966 | 55 | — | 2 | 0 | 2 | 53.002 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 94 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 720 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12263 BRKEY
12528 NBI No.
12528 On Under
1 Structure No.
2014 2187 X Control No.
014 Lane Ind.
Milepoint
21870 Facility Carried
S.H. 33 Feature Intersected
CREEK Division
05 County
039 Location
11.0 MI E JCT S.H. 44 S. Sufficiency
94 Kind Hwy
3 Level Service
1 Route No.
00033 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
53.002 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1951 ADT Total
720 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
53.002 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
6 Appr. Roadway Width
32.001 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
55 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
51.57 HS Inv. Rating Method
1 HS Inv. Method
30.93 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1152 Future ADT Year
2042 Bypass Detour
49.088324 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
12528 ODOT County
20 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X9ft.X53ft. RDY. R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2014 2187 X H Index
93.73 Latitude
35:38:18.63 Longitude
-98:59:19.35 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
-1 NBI Text
12528 Vault Link
http://plansrv1/bridgemaintvault/b12528 GIS FO/SD
Meets Standards H Inv. Method
17.19 Latitude DD
35.63850833 Longitude DD
-98.98870833 ODOT County Number
20 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
12263 x
-11019372.6055795 y
4250994.00401447 |
|||||||||||||||||||||||||||||||||||||
| 12432 | 2026 0884 X | 12432 | Custer | S.H. 47 | LITTLE DEER CREEK | 2026 0884 X | 41ft.-40ft.-41ft. WEATHERING STEEL I-BEAM SPANS | 1950 | 35.754492 | -98.811231 | 121.503 | 32.001 | — | 3 | 0 | 2 | 30 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99.1 | Very good (8) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12257 BRKEY
12432 NBI No.
12432 On Under
1 Structure No.
2026 0884 X Control No.
026 Lane Ind.
Milepoint
08840 Facility Carried
S.H. 47 Feature Intersected
LITTLE DEER CREEK Division
05 County
039 Location
8.9 MI E JCT U.S. 183 Sufficiency
99.1 Kind Hwy
3 Level Service
1 Route No.
00047 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
1950 ADT Total
600 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
26.001 Span Type Main
M Material
3 - Steel Design
02 Length
121.503 Deck Width
32.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
7 Culv. Rating
N Structure Rating
8 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
64 HS Inv. Rating Method
3 HS Inv. Method
50 H Operating Rating
3 H Inv. Rating Method
1 Future ADT
960 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
12432 ODOT County
20 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
41ft.-40ft.-41ft. WEATHERING STEEL I-BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2026 0884 X H Index
99.9314 Latitude
35:45:16.17 Longitude
-98:48:40.43 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 47 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
12432 Vault Link
http://plansrv1/bridgemaintvault/b12432 GIS FO/SD
Meets Standards H Inv. Method
49 Latitude DD
35.754492 Longitude DD
-98.811231 ODOT County Number
20 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
12257 x
-10999615.9195765 y
4266892.22195949 |
|||||||||||||||||||||||||||||||||||||
| 12713 | 7104 2059 X | 12713 | Tillman | U.S. 70 | CREEK | 7104 2059 X | 2-10ft.x12ft.x38ft. RDY. R.C.B. | 1952 | 34.23941111 | -98.77661111 | 22.966 | 40 | — | 2 | 0 | 2 | 28.002 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 96.4 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 510 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12251 BRKEY
12713 NBI No.
12713 On Under
1 Structure No.
7104 2059 X Control No.
004 Lane Ind.
Milepoint
20590 Facility Carried
U.S. 70 Feature Intersected
CREEK Division
05 County
141 Location
5.5 MI W JCT S.H. 36 Sufficiency
96.4 Kind Hwy
2 Level Service
1 Route No.
00070 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
38.002 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1952 ADT Total
510 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
28.002 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
33.002 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
40 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 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
42.549 HS Inv. Rating Method
1 HS Inv. Method
32.849 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
816 Future ADT Year
2042 Bypass Detour
29.825817 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
12713 ODOT County
71 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.x12ft.x38ft. RDY. R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7104 2059 X H Index
67.8227 Latitude
34:14:21.88 Longitude
-98:46:35.8 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
-1 NBI Text
12713 Vault Link
http://plansrv1/bridgemaintvault/b12713 GIS FO/SD
Meets Standards H Inv. Method
18.188 Latitude DD
34.23941111 Longitude DD
-98.77661111 ODOT County Number
71 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
12251 x
-10995762.0510504 y
4060994.57036713 |
|||||||||||||||||||||||||||||||||||||
| 12622 | 3630R0960 X | 12622 | Kay | U.S. 60 | BOIS D'ARC CREEK | 3630 0960 X | 40ft.-50ft.-40ft. I-BM. SPANS WITH 2-1.5ft. SAFETY CURBS | 1951 | 36.68079167 | -97.11295 | 131.329 | 32.999 | — | 3 | 0 | 2 | 27.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 15.1 | Serious (3) | Serious (3) | Serious (3) | Serious (3) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 2400 | 2014 | 5 | Unmatched |
|
Raw data
OBJECTID
12250 BRKEY
12622 NBI No.
12622 On Under
1 Structure No.
3630R0960 X Control No.
030 Lane Ind.
Milepoint
09600 Facility Carried
U.S. 60 Feature Intersected
BOIS D'ARC CREEK Division
04 County
071 Location
12.9 MI E JCT I 35 Sufficiency
15.1 Kind Hwy
2 Level Service
1 Route No.
00060 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
27.887 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1951 ADT Total
2400 ADT Year
2014 Design Load
H 20 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
-1 Appr. Roadway Width
40 Span Type Main
M Material
3 - Steel Design
02 Length
131.329 Deck Width
32.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
3 Super Rating
3 Sub Rating
3 Chan. Rating
5 Culv. Rating
N Structure Rating
3 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
36.3 HS Inv. Rating Method
1 HS Inv. Method
21.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3840 Future ADT Year
2034 Bypass Detour
3.106856 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
12622 ODOT County
36 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
40ft.-50ft.-40ft. I-BM. SPANS WITH 2-1.5ft. SAFETY CURBS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
3630 0960 X H Index
53.6771 Latitude
36:40:50.85 Longitude
-97:06:46.62 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 60 Scour
3 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
12622 Vault Link
http://plansrv1/bridgemaintvault/b12622 GIS FO/SD
SD H Inv. Method
16.8 Latitude DD
36.68079167 Longitude DD
-97.11295 ODOT County Number
36 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
12250 x
-10810564.1434326 y
4394706.1700246 |
|||||||||||||||||||||||||||||||||||||
| 12621 | 5204R0058 X | 12621 | Noble | U.S. 64 (FIR ST.) | COW CREEK | 5204 0058 X | 35ft.-60ft.-35ft. I-BM. SPANS W/ 2 -4ft. SIDEWALKS & TYPE B STEEL RAILS | 1951 | 36.28966667 | -97.27537222 | 130.906 | 36.001 | — | 3 | 0 | 2 | 27.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 60.1 | Fair (5) | Satisfactory (6) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | C | 4000 | 2011 | 5 | Unmatched |
|
Raw data
OBJECTID
12249 BRKEY
12621 NBI No.
12621 On Under
1 Structure No.
5204R0058 X Control No.
004 Lane Ind.
Milepoint
00580 Facility Carried
U.S. 64 (FIR ST.) Feature Intersected
COW CREEK Division
04 County
103 Location
.7 MI E JCT US77 Sufficiency
60.1 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
5 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
27.999 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
1951 ADT Total
4000 ADT Year
2011 Design Load
H 20 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
-1 Appr. Roadway Width
23.999 Span Type Main
M Material
3 - Steel Design
02 Length
130.906 Deck Width
36.001 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
6 Sub Rating
5 Chan. Rating
7 Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
44.203 HS Inv. Rating Method
1 HS Inv. Method
26.455 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6400 Future ADT Year
2031 Bypass Detour
1.864114 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
35 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
12621 ODOT County
52 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
3.999 Rt. Curb SW
3.999 Description
35ft.-60ft.-35ft. I-BM. SPANS W/ 2 -4ft. SIDEWALKS & TYPE B STEEL RAILS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5204 0058 X H Index
58.7163 Latitude
36:17:22.8 Longitude
-97:16:31.34 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 64 (FIR STREET) 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
12621 Vault Link
http://plansrv1/bridgemaintvault/b12621 GIS FO/SD
Meets Standards H Inv. Method
20.172 Latitude DD
36.28966667 Longitude DD
-97.27537222 ODOT County Number
52 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
12249 x
-10828644.9022565 y
4340552.61078614 |
|||||||||||||||||||||||||||||||||||||
| 12619 | 6810 1085 X | 12619 | Sequoyah | U.S. 64 | LITTLE SKIN CREEK | 6810 1085 X | (3) 40ft.STEEL I-BEAM | 1951 | 35.39819167 | -94.62111667 | 121.001 | 42.4 | — | 3 | 0 | 2 | 40.1 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 93.6 | Satisfactory (6) | Very good (8) | Very good (8) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 3500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12247 BRKEY
12619 NBI No.
12619 On Under
1 Structure No.
6810 1085 X Control No.
010 Lane Ind.
Milepoint
10850 Facility Carried
U.S. 64 Feature Intersected
LITTLE SKIN CREEK Division
01 County
135 Location
1.4 W JCT US-64B Sufficiency
93.6 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40.1 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
1951 ADT Total
3500 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
40.1 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
43.999 Span Type Main
M Material
3 - Steel Design
02 Length
121.001 Deck Width
42.4 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
8 Super Rating
8 Sub Rating
6 Chan. Rating
7 Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
7 HS Operating Rating Method
3 HS Operating Rating
81.4 HS Inv. Rating Method
3 HS Inv. Method
62.8 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
5600 Future ADT Year
2042 Bypass Detour
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
12619 ODOT County
68 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
(3) 40ft.STEEL I-BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6810 1085 X H Index
81.078 Latitude
35:23:53.49 Longitude
-94:37:16.02 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 64 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
10-1085 NBI Text
12619 Vault Link
http://plansrv1/bridgemaintvault/b12619 GIS FO/SD
Meets Standards H Inv. Method
62.7 Latitude DD
35.39819167 Longitude DD
-94.62111667 ODOT County Number
68 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
12247 x
-10533174.5259953 y
4218126.33188817 |
|||||||||||||||||||||||||||||||||||||
| 12618 | 0906R0494 X | 12618 | Canadian | S.H. 66 | PURCELL CREEK | 0906 0494 X | 3-40ft. I-BM. SPANS WITH 2-1.5ft. SAFETY CURBS | 1951 | 35.50779444 | -97.84885833 | 121.063 | 97.5 | — | 3 | 0 | 5 | 93.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 21.1 | Serious (3) | Serious (3) | Serious (3) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 6100 | 2006 | 5 | Unmatched |
|
Raw data
OBJECTID
12246 BRKEY
12618 NBI No.
12618 On Under
1 Structure No.
0906R0494 X Control No.
006 Lane Ind.
Milepoint
04940 Facility Carried
S.H. 66 Feature Intersected
PURCELL CREEK Division
04 County
017 Location
5.0 MI. E. JCT. US 81 Sufficiency
21.1 Kind Hwy
3 Level Service
1 Route No.
00066 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
93.999 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
1951 ADT Total
6100 ADT Year
2006 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
93.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
0 Deck Structure Type
1 No. Lanes
5 Fill RCB
-1 Appr. Roadway Width
76.001 Span Type Main
M Material
3 - Steel Design
02 Length
121.063 Deck Width
97.5 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
3 Super Rating
3 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
3 Deck Geometry
9 Underclearance
N Bridge Posting
4 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
36.046 HS Inv. Rating Method
1 HS Inv. Method
21.605 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
9760 Future ADT Year
2026 Bypass Detour
11.806053 School Bus Rte.
3 Posted Weight
CLOSED Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
12618 ODOT County
09 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
3-40ft. I-BM. SPANS WITH 2-1.5ft. SAFETY CURBS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
0906 0494 X H Index
48.4387 Latitude
35:30:28.06 Longitude
-97:50:55.89 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 66 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
12618 Vault Link
http://plansrv1/bridgemaintvault/b12618 GIS FO/SD
SD H Inv. Method
13.228 Latitude DD
35.50779444 Longitude DD
-97.84885833 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
12246 x
-10892485.0839988 y
4233104.3003238 |
|||||||||||||||||||||||||||||||||||||
| 12527 | 2014 2090 X | 12527 | Custer | S.H. 33 | CREEK | 2014 2090 X | 2-10ft.X12ft.X30ft. RDY. R.C.B. | 1951 | 35.63855833 | -99.00579722 | 22.966 | 32.001 | — | 2 | 0 | 2 | 30 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 95.6 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 720 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12245 BRKEY
12527 NBI No.
12527 On Under
1 Structure No.
2014 2090 X Control No.
014 Lane Ind.
Milepoint
20900 Facility Carried
S.H. 33 Feature Intersected
CREEK Division
05 County
039 Location
10.0 MI E JCT S.H. 44 S. Sufficiency
95.6 Kind Hwy
3 Level Service
1 Route No.
00033 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
1951 ADT Total
720 ADT Year
2022 Design Load
HS 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
32.001 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 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
7 Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
42.549 HS Inv. Rating Method
1 HS Inv. Method
32.849 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1152 Future ADT Year
2042 Bypass Detour
49.088324 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
12527 ODOT County
20 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X12ft.X30ft. RDY. R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2014 2090 X H Index
93.6615 Latitude
35:38:18.81 Longitude
-99:00:20.87 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
-1 NBI Text
12527 Vault Link
http://plansrv1/bridgemaintvault/b12527 GIS FO/SD
Meets Standards H Inv. Method
18.188 Latitude DD
35.63855833 Longitude DD
-99.00579722 ODOT County Number
20 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
12245 x
-11021274.9321125 y
4251000.85268231 |
|||||||||||||||||||||||||||||||||||||
| 12526 | 4512 1115 X | 12526 | McCurtain | S.H. 3 | CREEK | 4512 1115 X | (2) 10ft. X 5ft. X 32.4ft. LONG RCB | 1951 | 33.84679167 | -94.65241389 | 21.001 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 89.7 | Satisfactory (6) | 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 | 2200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12244 BRKEY
12526 NBI No.
12526 On Under
1 Structure No.
4512 1115 X Control No.
012 Lane Ind.
Milepoint
11150 Facility Carried
S.H. 3 Feature Intersected
CREEK Division
02 County
089 Location
11.2 E-S JCT US-259 Sufficiency
89.7 Kind Hwy
3 Level Service
1 Route No.
00003 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
06 - Minor Arterial (Rural) Year Built
1951 ADT Total
2200 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
26.001 Span Type Main
M Material
1 - Concrete Design
19 Length
21.001 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
7 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
46.46 HS Inv. Rating Method
1 HS Inv. Method
27.87 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3520 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
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
12526 ODOT County
45 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 32.4ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4512 1115 X H Index
100 Latitude
33:50:48.45 Longitude
-94:39:08.69 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
43 NBI Text
12526 Vault Link
http://plansrv1/bridgemaintvault/b12526 GIS FO/SD
Meets Standards H Inv. Method
15.49 Latitude DD
33.84679167 Longitude DD
-94.65241389 ODOT County Number
45 Maint. Dist.
2 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
12244 x
-10536658.516589 y
4008248.39614075 |
|||||||||||||||||||||||||||||||||||||
| 12525 | 1422R1080 XC | 12525 | Cleveland | S.H. 39 SD | CREEK | 1422R1080 XC | 2-10ft.X 7ft.X 22ft. R.C.BOX | 1951 | 35.015 | -97.15166667 | 21.982 | 23.999 | — | 2 | 0 | 2 | 22.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 74 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Fair (5) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 200 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
12243 BRKEY
12525 NBI No.
12525 On Under
1 Structure No.
1422R1080 XC Control No.
022 Lane Ind.
Milepoint
10800 Facility Carried
S.H. 39 SD Feature Intersected
CREEK Division
03 County
027 Location
50' S OF SH 39 Sufficiency
74 Kind Hwy
3 Level Service
1 Route No.
00039 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
22.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1951 ADT Total
200 ADT Year
1999 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
22.001 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
33.999 Span Type Main
M Material
1 - Concrete Design
19 Length
21.982 Deck Width
23.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
9 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
5 Structure Rating
5 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
5 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
200 Future ADT Year
2017 Bypass Detour
0 School Bus Rte.
_ Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
12525 ODOT County
14 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 7ft.X 22ft. R.C.BOX Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
C Alt. Structure Name
1422R1080 XC H Index
100 Latitude
35:00:54 Longitude
-97:09:06 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
S.H. 39 SD Scour
6 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
12525 Vault Link
http://plansrv1/bridgemaintvault/b12525 GIS FO/SD
Meets Standards H Inv. Method
35.715 Latitude DD
35.015 Longitude DD
-97.15166667 ODOT County Number
14 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
12243 x
-10814874.0634222 y
4165919.77103155 |
|||||||||||||||||||||||||||||||||||||
| 12524 | 1404 0993 X | 12524 | Cleveland | U.S. 77 | BELL CREEK | 1404 0993 X | 2-10ft.X 8ft.X 38ft. RDY R.C.BOX WITH HANDRAILS | 1951 | 35.12566111 | -97.38673056 | 22.966 | 30 | — | 2 | 0 | 2 | 30 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 65 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | C | 8500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12242 BRKEY
12524 NBI No.
12524 On Under
1 Structure No.
1404 0993 X Control No.
004 Lane Ind.
Milepoint
09930 Facility Carried
U.S. 77 Feature Intersected
BELL CREEK Division
03 County
027 Location
10 MI N-E MCCLAIN C/L Sufficiency
65 Kind Hwy
2 Level Service
1 Route No.
00077 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
14 - Other Principal Arterial (Urban) Year Built
1951 ADT Total
8500 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
30 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
30 Bridge Open Closed
A TSF Rail
N TSF Transition
1 TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
55.7 HS Inv. Rating Method
1 HS Inv. Method
33.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
13600 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
12524 ODOT County
14 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 8ft.X 38ft. RDY R.C.BOX WITH HANDRAILS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1404 0993 X H Index
98.3782 Latitude
35:07:32.38 Longitude
-97:23:12.23 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 77 Scour
7 Design Structure
19 - Culvert FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
12524 Vault Link
http://plansrv1/bridgemaintvault/b12524 GIS FO/SD
FO H Inv. Method
18.6 Latitude DD
35.12566111 Longitude DD
-97.38673056 ODOT County Number
14 Maint. Dist.
3 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
12242 x
-10841041.2559609 y
4180971.12654169 |
|||||||||||||||||||||||||||||||||||||
| 12523 | 6328 0977 X | 12523 | Pottawatomie | S.H. 39 | HULEN CREEK | 6328 0977 X | 2-10ft. X 9ft. X 30ft. RDY | 1951 | 34.985939 | -96.985286 | 22.966 | 32.152 | — | 2 | 0 | 2 | 29.856 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 79.4 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12241 BRKEY
12523 NBI No.
12523 On Under
1 Structure No.
6328 0977 X Control No.
028 Lane Ind.
Milepoint
09770 Facility Carried
S.H. 39 Feature Intersected
HULEN CREEK Division
03 County
125 Location
9.6 MI E C/L Sufficiency
79.4 Kind Hwy
3 Level Service
1 Route No.
00039 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.95 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1951 ADT Total
1800 ADT Year
2022 Design Load
HS 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
FG 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
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
42 HS Inv. Rating Method
1 HS Inv. Method
25.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2880 Future ADT Year
2042 Bypass Detour
37.903642 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
12523 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 9ft. X 30ft. RDY Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6328 0977 X H Index
87.4422 Latitude
34:59:09.38 Longitude
-96:59:07.03 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 39 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
12523 Vault Link
http://plansrv1/bridgemaintvault/b12523 GIS FO/SD
Meets Standards H Inv. Method
14 Latitude DD
34.985939 Longitude DD
-96.985286 ODOT County Number
63 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
12241 x
-10796352.65196 y
4161970.47446901 |
|||||||||||||||||||||||||||||||||||||
| 12522 | 5230 0815 X | 12522 | Noble | S.H. 86 | CREEK | 5230 0815 X | 2-10ft. X 10ft. X 54ft. R.C. BOX | 1951 | 36.27795833 | -97.28165833 | 20.965 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 94.1 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 16 - Minor Arterial (Urban) | B | 1600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12240 BRKEY
12522 NBI No.
12522 On Under
1 Structure No.
5230 0815 X Control No.
030 Lane Ind.
Milepoint
08150 Facility Carried
S.H. 86 Feature Intersected
CREEK Division
04 County
103 Location
8.3 MI N OF PAYNE CO Sufficiency
94.1 Kind Hwy
3 Level Service
1 Route No.
00086 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
53.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
16 - Minor Arterial (Urban) Year Built
1951 ADT Total
1600 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
7 Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
20.965 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
48.13 HS Inv. Rating Method
1 HS Inv. Method
28.87 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2560 Future ADT Year
2042 Bypass Detour
6.39 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
12522 ODOT County
52 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft. X 10ft. X 54ft. R.C. BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5230 0815 X H Index
95.8661 Latitude
36:16:40.65 Longitude
-97:16:53.97 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 86 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
12522 Vault Link
http://plansrv1/bridgemaintvault/b12522 GIS FO/SD
Meets Standards H Inv. Method
16.04 Latitude DD
36.27795833 Longitude DD
-97.28165833 ODOT County Number
52 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
12240 x
-10829344.6688208 y
4338935.72241812 |
|||||||||||||||||||||||||||||||||||||
| 12784 | 4014 0798 X | 12784 | Le Flore | U.S. 271 | CREEK | 4014 0798 X | (13ft. - 17ft. - 13ft.) X 13ft. X 38ft. RCB | 1952 | 34.75306389 | -94.99971111 | 47.001 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 96.2 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 1800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12239 BRKEY
12784 NBI No.
12784 On Under
1 Structure No.
4014 0798 X Control No.
014 Lane Ind.
Milepoint
07980 Facility Carried
U.S. 271 Feature Intersected
CREEK Division
02 County
079 Location
7.98 N PUSHMATAHA C/L Sufficiency
96.2 Kind Hwy
2 Level Service
1 Route No.
00271 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
36 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
1952 ADT Total
1800 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
32.001 Span Type Main
M Material
1 - Concrete Design
19 Length
47.001 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.1 HS Inv. Rating Method
2 HS Inv. Method
36 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
2880 Future ADT Year
2042 Bypass Detour
6.2 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
12784 ODOT County
40 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(13ft. - 17ft. - 13ft.) X 13ft. X 38ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4014 0798 X H Index
96.3554 Latitude
34:45:11.03 Longitude
-94:59:58.96 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 271 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
080 NBI Text
12784 Vault Link
http://plansrv1/bridgemaintvault/b12784 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
34.75306389 Longitude DD
-94.99971111 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
12239 x
-10575319.4662733 y
4130373.94285138 |
|||||||||||||||||||||||||||||||||||||
| 12783 | 2912 0796 X | 12783 | Harmon | S.H. 5 | CREEK | 2912 0796 X | (12ft.-14ft.-12ft.)X6ft.X32ft. RDY. R.C.B. | 1952 | 34.61642778 | -99.77136389 | 41.01 | 34.003 | — | 3 | 0 | 2 | 32.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 94.8 | Satisfactory (6) | 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 | 250 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12238 BRKEY
12783 NBI No.
12783 On Under
1 Structure No.
2912 0796 X Control No.
012 Lane Ind.
Milepoint
07960 Facility Carried
S.H. 5 Feature Intersected
CREEK Division
05 County
057 Location
3.7 MI S JCT U.S. 62 Sufficiency
94.8 Kind Hwy
3 Level Service
1 Route No.
00005 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
1952 ADT Total
250 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
32.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
AG Appr. Roadway Width
24.003 Span Type Main
M Material
1 - Concrete Design
19 Length
41.01 Deck Width
34.003 Bridge Open Closed
A TSF Rail
0 TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
7 Structure Rating
6 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
37.92 HS Inv. Rating Method
3 HS Inv. Method
29.321 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
400 Future ADT Year
2042 Bypass Detour
29.204446 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
12783 ODOT County
29 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.)X6ft.X32ft. RDY. R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2912 0796 X H Index
94.5852 Latitude
34:36:59.14 Longitude
-99:46:16.91 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 5 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
12783 Vault Link
http://plansrv1/bridgemaintvault/b12783 GIS FO/SD
Meets Standards H Inv. Method
16.204 Latitude DD
34.61642778 Longitude DD
-99.77136389 ODOT County Number
29 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
12238 x
-11106497.4239852 y
4111876.61692399 |
|||||||||||||||||||||||||||||||||||||
| 12782 | 4014 0756 X | 12782 | Le Flore | U.S. 271 | CREEK | 4014 0756 X | (12ft. - 14ft. - 12ft.) X 12ft. X 38ft. RCB | 1952 | 34.75332778 | -95.00714167 | 42.001 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 96.2 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 1800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12237 BRKEY
12782 NBI No.
12782 On Under
1 Structure No.
4014 0756 X Control No.
014 Lane Ind.
Milepoint
07560 Facility Carried
U.S. 271 Feature Intersected
CREEK Division
02 County
079 Location
7.56 N PUSHMATAHA C/L Sufficiency
96.2 Kind Hwy
2 Level Service
1 Route No.
00271 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
36 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
1952 ADT Total
1800 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
32.001 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.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.1 HS Inv. Rating Method
2 HS Inv. Method
36 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
2880 Future ADT Year
2042 Bypass Detour
6.2 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
12782 ODOT County
40 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(12ft. - 14ft. - 12ft.) X 12ft. X 38ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4014 0756 X H Index
95.9048 Latitude
34:45:11.98 Longitude
-95:00:25.71 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 271 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
079 NBI Text
12782 Vault Link
http://plansrv1/bridgemaintvault/b12782 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
34.75332778 Longitude DD
-95.00714167 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
12237 x
-10576146.6324288 y
4130409.69693972 |
|||||||||||||||||||||||||||||||||||||
| 12781 | 1504 0650 X | 12781 | Coal | U.S. 75 | BLACK CREEK | 1504 0650 X | (12ft.-14ft.-12ft.)X14ft.X52 | 1952 | 34.66824444 | -96.26686667 | 41.995 | 23.999 | — | 3 | 0 | 2 | 23.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 39 | Poor (4) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Poor (4) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 2200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12236 BRKEY
12781 NBI No.
12781 On Under
1 Structure No.
1504 0650 X Control No.
004 Lane Ind.
Milepoint
06500 Facility Carried
U.S. 75 Feature Intersected
BLACK CREEK Division
03 County
029 Location
6.5 MI N SH3 Sufficiency
39 Kind Hwy
2 Level Service
1 Route No.
00075 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
1952 ADT Total
2200 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
5 Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
41.995 Deck Width
23.999 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
4 Structure Rating
4 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.1 HS Inv. Rating Method
2 HS Inv. Method
36 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
3520 Future ADT Year
2042 Bypass Detour
60.273005 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
12781 ODOT County
15 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(12ft.-14ft.-12ft.)X14ft.X52 Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1504 0650 X H Index
92.5854 Latitude
34:40:05.68 Longitude
-96:16:00.72 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 75 Scour
4 Design Structure
19 - Culvert FOSD
Functionally Obsolete and Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
12781 Vault Link
http://plansrv1/bridgemaintvault/b12781 GIS FO/SD
FOSD H Inv. Method
20 Latitude DD
34.66824444 Longitude DD
-96.26686667 ODOT County Number
15 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
12236 x
-10716378.5779684 y
4118887.78560538 |
|||||||||||||||||||||||||||||||||||||
| 12780 | 3110 0446 X | 12780 | Haskell | S.H. 26 | UGLY CREEK | 3110 0446 X | (3) 10ft. X 7ft. X 48.8ft. LONG RCB SK 45° | 1952 | 35.206925 | -94.950175 | 48.1 | 32 | — | 3 | 45 | 2 | 30 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 77 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Fair (5) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 950 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12235 BRKEY
12780 NBI No.
12780 On Under
1 Structure No.
3110 0446 X Control No.
010 Lane Ind.
Milepoint
04460 Facility Carried
S.H. 26 Feature Intersected
UGLY CREEK Division
01 County
061 Location
3.1 S JCT SH-9 Sufficiency
77 Kind Hwy
3 Level Service
1 Route No.
00026 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
32 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
1952 ADT Total
950 ADT Year
2022 Design Load
HS 20 Skew
45 No. Main Spans
3 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
30 Span Type Main
M Material
1 - Concrete Design
19 Length
48.1 Deck Width
32 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
5 Structure Rating
5 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
5 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
45.1 HS Inv. Rating Method
1 HS Inv. Method
27 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1520 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
12780 ODOT County
31 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 7ft. X 48.8ft. LONG RCB SK 45° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3110 0446 X H Index
94.3426 Latitude
35:12:24.93 Longitude
-94:57:00.63 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 26 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
10-0446 NBI Text
12780 Vault Link
http://plansrv1/bridgemaintvault/b12780 GIS FO/SD
Meets Standards H Inv. Method
15 Latitude DD
35.206925 Longitude DD
-94.950175 ODOT County Number
31 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
12235 x
-10569805.1317322 y
4192037.10189985 |
|||||||||||||||||||||||||||||||||||||
| 12779 | 6102 0333 X | 12779 | Pittsburg | U.S. 69 | CREEK | 6102 0333 X | (3) 8ft. X 4ft. X 110ft. RCB SK 55 DEG. | 1952 | 34.71897222 | -95.90006111 | 45 | 0 | — | 3 | 55 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 60.5 | Fair (5) | 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 | 16400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12234 BRKEY
12779 NBI No.
12779 On Under
1 Structure No.
6102 0333 X Control No.
002 Lane Ind.
Milepoint
03330 Facility Carried
U.S. 69 Feature Intersected
CREEK Division
02 County
121 Location
3.3 N ATOKA C/L Sufficiency
60.5 Kind Hwy
2 Level Service
1 Route No.
00069 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
52.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1952 ADT Total
16400 ADT Year
2022 Design Load
HS 20 Skew
55 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
52.001 Span Type Main
M Material
1 - Concrete Design
19 Length
45 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
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
43.57 HS Inv. Rating Method
1 HS Inv. Method
26.14 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
26240 Future ADT Year
2042 Bypass Detour
44.117354 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
40 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
12779 ODOT County
61 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(3) 8ft. X 4ft. X 110ft. RCB SK 55 DEG. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6102 0333 X H Index
83.0025 Latitude
34:43:08.3 Longitude
-95:54:00.22 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 69 Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
003 NBI Text
12779 Vault Link
http://plansrv1/bridgemaintvault/b12779 GIS FO/SD
Meets Standards H Inv. Method
14.52 Latitude DD
34.71897222 Longitude DD
-95.90006111 ODOT County Number
61 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
12234 x
-10675545.969809 y
4125755.87025493 |
|||||||||||||||||||||||||||||||||||||
| 12712 | 6006 2002 X | 12712 | Payne | S.H. 33 | CREEK | 6006 2002 X | 2-10ft.X 12ft.X 100ft. R.C.BOX W/ 3ft. ADDft.L CURTAIN WALL NORTH ONLY | 1952 | 35.98575278 | -96.88086389 | 20.997 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 93.5 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 4500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12233 BRKEY
12712 NBI No.
12712 On Under
1 Structure No.
6006 2002 X Control No.
006 Lane Ind.
Milepoint
20020 Facility Carried
S.H. 33 Feature Intersected
CREEK Division
04 County
119 Location
1.4 MI E JCT SH 108 Sufficiency
93.5 Kind Hwy
3 Level Service
1 Route No.
00033 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
44.498 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
1952 ADT Total
4500 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
5 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
20.997 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
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
76.86 HS Inv. Rating Method
1 HS Inv. Method
46.11 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
7200 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
9999 Min Measured Clearance
9999 NBI Rating
12712 ODOT County
60 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 12ft.X 100ft. R.C.BOX W/ 3ft. ADDft.L CURTAIN WALL NORTH ONLY Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6006 2002 X H Index
100 Latitude
35:59:08.71 Longitude
-96:52:51.11 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
12712 Vault Link
http://plansrv1/bridgemaintvault/b12712 GIS FO/SD
Meets Standards H Inv. Method
25.61 Latitude DD
35.98575278 Longitude DD
-96.88086389 ODOT County Number
60 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
12233 x
-10784728.4358472 y
4298661.15358742 |
|||||||||||||||||||||||||||||||||||||
| 12711 | 1904 1898 X | 12711 | Creek | S.H. 66 | CREEK | 1904 1898 X | 2-10ft.X12ft.X211ft.RCB | 1952 | 35.99006389 | -96.17379167 | 23.16 | 0 | — | 2 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 55.7 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Fair (5) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 9000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12232 BRKEY
12711 NBI No.
12711 On Under
1 Structure No.
1904 1898 X Control No.
004 Lane Ind.
Milepoint
18980 Facility Carried
S.H. 66 Feature Intersected
CREEK Division
08 County
037 Location
18.9 MI N JCT SH 48 Sufficiency
55.7 Kind Hwy
3 Level Service
1 Route No.
00066 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
80 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
1952 ADT Total
9000 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
20 Appr. Roadway Width
80 Span Type Main
M Material
1 - Concrete Design
19 Length
23.16 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
5 Structure Rating
5 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
100 HS Inv. Rating Method
1 HS Inv. Method
72.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
14400 Future ADT Year
2042 Bypass Detour
47.22421 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
12711 ODOT County
19 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.X12ft.X211ft.RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1904 1898 X H Index
87.2365 Latitude
35:59:24.23 Longitude
-96:10:25.65 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 66 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
12711 Vault Link
http://plansrv1/bridgemaintvault/b12711 GIS FO/SD
Meets Standards H Inv. Method
56.9 Latitude DD
35.99006389 Longitude DD
-96.17379167 ODOT County Number
19 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
12232 x
-10706017.5163628 y
4299254.26474731 |
|||||||||||||||||||||||||||||||||||||
| 12710 | 1904 1838 X | 12710 | Creek | S.H. 66 | CREEK | 1904 1838 X | 2-10ft.X10ft.X274RCB | 1952 | 35.98919444 | -96.18211111 | 23.95 | 0 | — | 2 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 66.7 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 9000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12231 BRKEY
12710 NBI No.
12710 On Under
1 Structure No.
1904 1838 X Control No.
004 Lane Ind.
Milepoint
18380 Facility Carried
S.H. 66 Feature Intersected
CREEK Division
08 County
037 Location
18.4 MI NE JCT SH 48 Sufficiency
66.7 Kind Hwy
3 Level Service
1 Route No.
00066 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
80 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
1952 ADT Total
9000 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
50 Appr. Roadway Width
80 Span Type Main
M Material
1 - Concrete Design
19 Length
23.95 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
100 HS Inv. Rating Method
1 HS Inv. Method
99.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
14400 Future ADT Year
2042 Bypass Detour
47.22421 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
12710 ODOT County
19 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.X274RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1904 1838 X H Index
96.8613 Latitude
35:59:21.1 Longitude
-96:10:55.6 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 66 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
12710 Vault Link
http://plansrv1/bridgemaintvault/b12710 GIS FO/SD
Meets Standards H Inv. Method
99 Latitude DD
35.98919444 Longitude DD
-96.18211111 ODOT County Number
19 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
12231 x
-10706943.6321873 y
4299134.64549707 |
|||||||||||||||||||||||||||||||||||||
| 12709 | 6528 1768 X | 12709 | Roger Mills | S.H. 47 | CREEK | 6528 1768 X | 2-10ft.X 10ft.X 116ft. RDY. R.C.B. | 1952 | 35.84093333 | -99.41896944 | 22.966 | 118.002 | — | 2 | 0 | 2 | 116.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 94.5 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 960 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12230 BRKEY
12709 NBI No.
12709 On Under
1 Structure No.
6528 1768 X Control No.
028 Lane Ind.
Milepoint
17680 Facility Carried
S.H. 47 Feature Intersected
CREEK Division
05 County
129 Location
18.1 MI E JCT U.S. 283 Sufficiency
94.5 Kind Hwy
3 Level Service
1 Route No.
00047 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
07 - Major Collector (Rural) Year Built
1952 ADT Total
960 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
116.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
19 Appr. Roadway Width
30 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
118.002 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
54.74 HS Inv. Rating Method
1 HS Inv. Method
32.84 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1536 Future ADT Year
2042 Bypass Detour
50.952437 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
12709 ODOT County
65 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 10ft.X 116ft. RDY. R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6528 1768 X H Index
96.04 Latitude
35:50:27.36 Longitude
-99:25:08.29 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 47 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
12709 Vault Link
http://plansrv1/bridgemaintvault/b12709 GIS FO/SD
Meets Standards H Inv. Method
18.24 Latitude DD
35.84093333 Longitude DD
-99.41896944 ODOT County Number
65 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
12230 x
-11067269.0532528 y
4278756.05984028 |
|||||||||||||||||||||||||||||||||||||
| 12708 | 7104 1662 X | 12708 | Tillman | U.S. 70 | CREEK | 7104 1662 X | 2-10ft.x6ft.x38ft. RDY. R.C.B., SK. 30 DEG. L.F. | 1952 | 34.246825 | -98.84200556 | 24.934 | 40 | — | 2 | 30 | 2 | 38.002 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 94.7 | Satisfactory (6) | 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 | 510 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12229 BRKEY
12708 NBI No.
12708 On Under
1 Structure No.
7104 1662 X Control No.
004 Lane Ind.
Milepoint
16620 Facility Carried
U.S. 70 Feature Intersected
CREEK Division
05 County
141 Location
13.3 MI E JCT U.S. 183 Sufficiency
94.7 Kind Hwy
2 Level Service
1 Route No.
00070 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
38.002 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1952 ADT Total
510 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
2 Road Width
38.002 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
36.001 Span Type Main
M Material
1 - Concrete Design
19 Length
24.934 Deck Width
40 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
6 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.604 HS Inv. Rating Method
1 HS Inv. Method
29.762 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
816 Future ADT Year
2042 Bypass Detour
29.825817 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
12708 ODOT County
71 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.x6ft.x38ft. RDY. R.C.B., SK. 30 DEG. L.F. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7104 1662 X H Index
68.0102 Latitude
34:14:48.57 Longitude
-98:50:31.22 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
-1 NBI Text
12708 Vault Link
http://plansrv1/bridgemaintvault/b12708 GIS FO/SD
Meets Standards H Inv. Method
16.535 Latitude DD
34.246825 Longitude DD
-98.84200556 ODOT County Number
71 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
12229 x
-11003041.7279251 y
4061992.94105551 |
|||||||||||||||||||||||||||||||||||||
| 12707 | 2220 1063 X | 12707 | Dewey | S.H. 34 | CREEK | 2220 1063 X | 3-8ft.X8ft.X42ft. RDY. R.C.B. | 1952 | 35.95470278 | -99.30623889 | 27.887 | 44.003 | — | 3 | 0 | 2 | 42.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 94.4 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 970 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12228 BRKEY
12707 NBI No.
12707 On Under
1 Structure No.
2220 1063 X Control No.
020 Lane Ind.
Milepoint
10630 Facility Carried
S.H. 34 Feature Intersected
CREEK Division
05 County
043 Location
10.7 MI N CUSTER C/L Sufficiency
94.4 Kind Hwy
3 Level Service
1 Route No.
00034 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
42.001 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
1952 ADT Total
970 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
42.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
5 Appr. Roadway Width
28.002 Span Type Main
M Material
1 - Concrete Design
19 Length
27.887 Deck Width
44.003 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
99.97 HS Inv. Rating Method
1 HS Inv. Method
67.89 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1552 Future ADT Year
2042 Bypass Detour
64.001232 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
12707 ODOT County
22 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-8ft.X8ft.X42ft. RDY. R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2220 1063 X H Index
92.74 Latitude
35:57:16.93 Longitude
-99:18:22.46 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 34 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
12707 Vault Link
http://plansrv1/bridgemaintvault/b12707 GIS FO/SD
Meets Standards H Inv. Method
37.71 Latitude DD
35.95470278 Longitude DD
-99.30623889 ODOT County Number
22 Maint. Dist.
5 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
12228 x
-11054719.94583 y
4294390.33314346 |
|||||||||||||||||||||||||||||||||||||
| 12617 | 4040 0485 X | 12617 | Le Flore | S.H. 63 | BIRNEY CREEK | 4040 0485 X | (3) 40ft. I-BEAM | 1951 | 34.72426111 | -94.96608056 | 121 | 42.2 | — | 3 | 0 | 2 | 40 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.9 | Good (7) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12227 BRKEY
12617 NBI No.
12617 On Under
1 Structure No.
4040 0485 X Control No.
040 Lane Ind.
Milepoint
04850 Facility Carried
S.H. 63 Feature Intersected
BIRNEY CREEK Division
02 County
079 Location
4.85 E JCT US-271 Sufficiency
97.9 Kind Hwy
3 Level Service
1 Route No.
00063 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1951 ADT Total
2200 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
28 Span Type Main
M Material
3 - Steel Design
02 Length
121 Deck Width
42.2 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
54 HS Inv. Rating Method
1 HS Inv. Method
33 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3520 Future ADT Year
2042 Bypass Detour
4.9 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
12617 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
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
(3) 40ft. I-BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4040 0485 X H Index
100 Latitude
34:43:27.34 Longitude
-94:57:57.89 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 63 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
114 NBI Text
12617 Vault Link
http://plansrv1/bridgemaintvault/b12617 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
34.72426111 Longitude DD
-94.96608056 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
12227 x
-10571575.7305722 y
4126472.18078323 |
|||||||||||||||||||||||||||||||||||||
| 12616 | 0540 0153 X | 12616 | Beckham | S.H. 6 | BUFFALO CREEK | 0540 0153 X | 3-40ft. WEATHERING STEEL I-BEAM SPANS | 1951 | 35.42208333 | -99.81390556 | 121.063 | 30 | — | 3 | 0 | 2 | 28.002 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 80.6 | 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 | 2200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12226 BRKEY
12616 NBI No.
12616 On Under
1 Structure No.
0540 0153 X Control No.
040 Lane Ind.
Milepoint
01530 Facility Carried
S.H. 6 Feature Intersected
BUFFALO CREEK Division
05 County
009 Location
1.5 MI E 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
28.002 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1951 ADT Total
2200 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
28.002 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
30 Span Type Main
M Material
3 - Steel Design
02 Length
121.063 Deck Width
30 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
7 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
3520 Future ADT Year
2042 Bypass Detour
24.233476 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
12616 ODOT County
05 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
0 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-40ft. WEATHERING STEEL I-BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0540 0153 X H Index
100 Latitude
35:25:19.5 Longitude
-99:48:50.06 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 6 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
12616 Vault Link
http://plansrv1/bridgemaintvault/b12616 GIS FO/SD
Meets Standards H Inv. Method
38 Latitude DD
35.42208333 Longitude DD
-99.81390556 ODOT County Number
5 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
12226 x
-11111233.1410271 y
4221389.5526735 |
|||||||||||||||||||||||||||||||||||||
| 12615 | 5126R0129 X | 12615 | Muskogee | S.H. 2 | CAMEL CREEK | 5126 0129 X | 5-25ft. CONC. SLAB SPA | 1951 | 35.28058333 | -95.238525 | 125 | 32.999 | — | 5 | 0 | 2 | 27.999 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 80.3 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 2400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12225 BRKEY
12615 NBI No.
12615 On Under
1 Structure No.
5126R0129 X Control No.
026 Lane Ind.
Milepoint
01290 Facility Carried
S.H. 2 Feature Intersected
CAMEL CREEK Division
01 County
101 Location
1.4 MI N HASKELL C/L Sufficiency
80.3 Kind Hwy
3 Level Service
1 Route No.
00002 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
06 - Minor Arterial (Rural) Year Built
1951 ADT Total
2400 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
5 Road Width
27.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
32.001 Span Type Main
M Material
1 - Concrete Design
01 Length
125 Deck Width
32.999 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
6 Super Rating
6 Sub Rating
6 Chan. Rating
7 Culv. Rating
N Structure Rating
6 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
78 HS Inv. Rating Method
1 HS Inv. Method
46 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3840 Future ADT Year
2042 Bypass Detour
19 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
12615 ODOT County
51 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
5-25ft. CONC. SLAB SPA Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5126 0129 X H Index
92.2969 Latitude
35:16:50.1 Longitude
-95:14:18.69 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 2 Scour
8 Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
12615 Vault Link
http://plansrv1/bridgemaintvault/b12615 GIS FO/SD
Meets Standards H Inv. Method
26 Latitude DD
35.28058333 Longitude DD
-95.238525 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
12225 x
-10601904.1069025 y
4202076.97466512 |