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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| 03736 | 6404R0869 X | 3736 | — | U.S. 271 | CHICKASAW CREEK | 6404R0869 X | 80ft. PONY TRUSS SPAN | 1932 | 34.31166667 | -95.52833333 | 82.021 | 22.999 | — | 1 | 0 | 2 | 22.001 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 19.9 | Poor (4) | Poor (4) | Poor (4) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 1200 | 1999 | 4 | Unmatched |
|
Raw data
OBJECTID
4282 BRKEY
3736 NBI No.
3736 On Under
1 Structure No.
6404R0869 X Control No.
004 Lane Ind.
Milepoint
08690 Facility Carried
U.S. 271 Feature Intersected
CHICKASAW CREEK Division
02 County
127 Location
8.6 MI N JCT SH 3 Sufficiency
19.9 Kind Hwy
2 Level Service
1 Route No.
00271 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
22.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1932 ADT Total
1200 ADT Year
1999 Design Load
Other or Unknown Skew
0 No. Main Spans
1 Road Width
22.001 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
32.001 Span Type Main
M Material
3 - Steel Design
10 Length
82.021 Deck Width
22.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
9 Deck Rating
4 Super Rating
4 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
4 Deck Geometry
3 Underclearance
N Bridge Posting
4 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
20.834 HS Inv. Rating Method
2 HS Inv. Method
20.834 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
1200 Future ADT Year
2017 Bypass Detour
123.652866 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
03736 ODOT County
64 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
80ft. PONY TRUSS SPAN Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6404R0869 X H Index
100 Latitude
34:18:42 Longitude
-95:31:42 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
U.S. 271 Scour
6 Design Structure
10 - Truss - Thru FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03736 Vault Link
http://plansrv1/bridgemaintvault/b03736 GIS FO/SD
SD H Inv. Method
9.921 Latitude DD
34.31166667 Longitude DD
-95.52833333 ODOT County Number
64 Maint. Dist.
2 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4282 x
-10634165.4226257 y
4070728.41457114 |
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| 03733 | 0814R0600 X | 3733 | — | U.S. 281 | SUGAR CREEK O'FLOW | 0814R0600 X | 3-26ft. I-BM. SPANS | 1932 | 35.39 | -98.37666667 | 78.084 | 26.001 | — | 3 | 0 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 35.5 | Poor (4) | Satisfactory (6) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 1500 | 2001 | 4 | Unmatched |
|
Raw data
OBJECTID
4279 BRKEY
3733 NBI No.
3733 On Under
1 Structure No.
0814R0600 X Control No.
014 Lane Ind.
Milepoint
06000 Facility Carried
U.S. 281 Feature Intersected
SUGAR CREEK O'FLOW Division
07 County
015 Location
6.0 N SH152 BINGER Sufficiency
35.5 Kind Hwy
2 Level Service
1 Route No.
00281 Service Type On
1 Service Type Off
9 Vertical Clearance
_ Horizontal Clearance
23.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1932 ADT Total
1500 ADT Year
2001 Design Load
H 15 Skew
0 No. Main Spans
3 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
32.001 Span Type Main
M Material
3 - Steel Design
02 Length
78.084 Deck Width
26.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
7 Deck Rating
6 Super Rating
5 Sub Rating
5 Chan. Rating
8 Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
24.802 HS Inv. Rating Method
2 HS Inv. Method
16.865 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
1900 Future ADT Year
2018 Bypass Detour
42.874612 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
03733 ODOT County
08 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.001 Rt. Curb SW
1.001 Description
3-26ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
0814R0600 X H Index
57.8628 Latitude
35:23:24 Longitude
-98:22:36 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
U.S. 281 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
39 NBI Text
03733 Vault Link
http://plansrv1/bridgemaintvault/b03733 GIS FO/SD
Meets Standards H Inv. Method
16.865 Latitude DD
35.39 Longitude DD
-98.37666667 ODOT County Number
8 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4279 x
-10951240.439644 y
4217007.7026748 |
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| 04026 | 6326R0709 X | 4026 | — | S.H. 18 | ROCK CREEK | 6326R0709 X | 3-36ft. I-BM. SPANS | 1933 | 35.4 | -96.91166667 | 108.924 | 26.903 | — | 3 | 0 | 2 | 23.95 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 11.4 | Serious (3) | Poor (4) | Serious (3) | Serious (3) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 16 - Minor Arterial (Urban) | B | 11600 | 2002 | 4 | Unmatched |
|
Raw data
OBJECTID
4278 BRKEY
4026 NBI No.
4026 On Under
1 Structure No.
6326R0709 X Control No.
026 Lane Ind.
Milepoint
07090 Facility Carried
S.H. 18 Feature Intersected
ROCK CREEK Division
03 County
125 Location
2.7 MI N JCT SH 3E Sufficiency
11.4 Kind Hwy
3 Level Service
1 Route No.
00018 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
16 - Minor Arterial (Urban) Year Built
1933 ADT Total
11600 ADT Year
2002 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
23.95 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
33.999 Span Type Main
M Material
3 - Steel Design
02 Length
108.924 Deck Width
26.903 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
6 Deck Rating
4 Super Rating
3 Sub Rating
3 Chan. Rating
6 Culv. Rating
N Structure Rating
3 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
44.533 HS Inv. Rating Method
1 HS Inv. Method
26.676 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
18560 Future ADT Year
2022 Bypass Detour
19.883878 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
04026 ODOT County
63 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
1.64 Rt. Curb SW
1.64 Description
3-36ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6326R0709 X H Index
79.188 Latitude
35:24:00 Longitude
-96:54:42 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 18 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
04026 Vault Link
http://plansrv1/bridgemaintvault/b04026 GIS FO/SD
SD H Inv. Method
17.857 Latitude DD
35.4 Longitude DD
-96.91166667 ODOT County Number
63 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
4278 x
-10788157.3856319 y
4218373.28717341 |
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| 04025 | 4128R0658 X | 4025 | — | S.H. 99 | DEER CREEK | 4128 0658 X | 100ft. PONYTRUSSSPAN | 1933 | 35.57666667 | -96.665 | 103.018 | 25 | — | 1 | 0 | 2 | 23.999 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 34.2 | Fair (5) | Serious (3) | Fair (5) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 3000 | 2004 | 4 | Unmatched |
|
Raw data
OBJECTID
4277 BRKEY
4025 NBI No.
4025 On Under
1 Structure No.
4128R0658 X Control No.
028 Lane Ind.
Milepoint
06580 Facility Carried
S.H. 99 Feature Intersected
DEER CREEK Division
03 County
081 Location
6.7 MI N JCT US 62 Sufficiency
34.2 Kind Hwy
3 Level Service
1 Route No.
00099 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1933 ADT Total
3000 ADT Year
2004 Design Load
H 15 Skew
0 No. Main Spans
1 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
32.001 Span Type Main
M Material
3 - Steel Design
10 Length
103.018 Deck Width
25 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
6 Deck Rating
3 Super Rating
5 Sub Rating
6 Chan. Rating
5 Culv. Rating
N Structure Rating
5 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
37.148 HS Inv. Rating Method
1 HS Inv. Method
21.054 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4800 Future ADT Year
2024 Bypass Detour
39.146385 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
04025 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
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
100ft. PONYTRUSSSPAN Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4128 0658 X H Index
54.638 Latitude
35:34:36 Longitude
-96:39:54 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 99 Scour
5 Design Structure
10 - Truss - Thru FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
04025 Vault Link
http://plansrv1/bridgemaintvault/b04025 GIS FO/SD
SD H Inv. Method
16.865 Latitude DD
35.57666667 Longitude DD
-96.665 ODOT County Number
41 Maint. Dist.
3 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
4277 x
-10760698.5775318 y
4242526.62099407 |
|||||||||||||||||||||||||||||||||||||
| 04024 | 1806R0552 X | 4024 | — | U.S. 60 | BULL CREEK | 1806 0552 X | 30ft.-40ft.-30ft. I-BM. SPANS WITH 6ft. SIDEWALK | 1933 | 36.63618611 | -95.14781111 | 101.05 | 33.999 | — | 3 | 0 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 45.7 | Fair (5) | Poor (4) | Fair (5) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | C | 8800 | 2007 | 4 | Unmatched |
|
Raw data
OBJECTID
4276 BRKEY
4024 NBI No.
4024 On Under
1 Structure No.
1806R0552 X Control No.
006 Lane Ind.
Milepoint
05520 Facility Carried
U.S. 60 Feature Intersected
BULL CREEK Division
08 County
035 Location
0.5 MI E JCT SH 2 Sufficiency
45.7 Kind Hwy
2 Level Service
1 Route No.
00060 Service Type On
5 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
23.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1933 ADT Total
8800 ADT Year
2007 Design Load
H 15 Skew
0 No. Main Spans
3 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
32.001 Span Type Main
M Material
3 - Steel Design
02 Length
101.05 Deck Width
33.999 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
4 Super Rating
5 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
46.407 HS Inv. Rating Method
1 HS Inv. Method
27.778 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
14080 Future ADT Year
2027 Bypass Detour
42.874612 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
04024 ODOT County
18 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
6.001 Description
30ft.-40ft.-30ft. I-BM. SPANS WITH 6ft. SIDEWALK Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1806 0552 X H Index
56.2024 Latitude
36:38:10.27 Longitude
-95:08:52.12 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
U.S. 60 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
04024 Vault Link
http://plansrv1/bridgemaintvault/b04024 GIS FO/SD
SD H Inv. Method
17.747 Latitude DD
36.63618611 Longitude DD
-95.14781111 ODOT County Number
18 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
4276 x
-10591805.8828598 y
4388516.421341 |
|||||||||||||||||||||||||||||||||||||
| 04023 | 3706R0450 X | 4023 | — | S.H. 3 | LITTLE OTTER CREEK | 3706R0450 X | 3-36ft. I-BM. SPANS | 1933 | 35.85 | -98.12833333 | 108.924 | 25 | — | 3 | 0 | 2 | 22.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 76.9 | Not applicable (N) | Poor (4) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 09 - Local (Rural) | B | -1 | 2005 | 4 | Unmatched |
|
Raw data
OBJECTID
4275 BRKEY
4023 NBI No.
4023 On Under
1 Structure No.
3706R0450 X Control No.
006 Lane Ind.
Milepoint
04500 Facility Carried
S.H. 3 Feature Intersected
LITTLE OTTER CREEK Division
04 County
073 Location
4.5 MI E BLAINE C/L Sufficiency
76.9 Kind Hwy
3 Level Service
1 Route No.
00003 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
09 - Local (Rural) Year Built
1933 ADT Total
-1 ADT Year
2005 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
22.001 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
32.001 Span Type Main
M Material
3 - Steel Design
02 Length
108.924 Deck Width
25 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
9 Deck Rating
4 Super Rating
6 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
N Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
24.802 HS Inv. Rating Method
2 HS Inv. Method
24.802 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
1900 Future ADT Year
2025 Bypass Detour
65.865346 School Bus Rte.
_ Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
04023 ODOT County
37 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-36ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
3706R0450 X H Index
100 Latitude
35:51:00 Longitude
-98:07:42 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 3 Scour
6 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
04023 Vault Link
http://plansrv1/bridgemaintvault/b04023 GIS FO/SD
SD H Inv. Method
19.842 Latitude DD
35.85 Longitude DD
-98.12833333 ODOT County Number
37 Maint. Dist.
4 HPMS Functional Class
7 Rural/Urban
Rural ARC_ID_NUM
4275 x
-10923596.0986882 y
4280001.18427706 |
|||||||||||||||||||||||||||||||||||||
| 04021 | 6804 0220 X | 4021 | — | U.S. 59 | HOG CREEK | 6804 0220 X | 30ft. - 40ft. - 30ft. I-BEAM | 1933 | 35.49165556 | -94.77766667 | 101.001 | 26.601 | — | 3 | 0 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 8 | Serious (3) | Satisfactory (6) | Serious (3) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 5000 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4273 BRKEY
4021 NBI No.
4021 On Under
1 Structure No.
6804 0220 X Control No.
004 Lane Ind.
Milepoint
02200 Facility Carried
U.S. 59 Feature Intersected
HOG CREEK Division
01 County
135 Location
2.20 N JCT US-64 Sufficiency
8 Kind Hwy
2 Level Service
1 Route No.
00059 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1933 ADT Total
5000 ADT Year
2022 Design Load
H 15 Skew
0 No. Main Spans
3 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
32.001 Span Type Main
M Material
3 - Steel Design
02 Length
101.001 Deck Width
26.601 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
3 Sub Rating
5 Chan. Rating
7 Culv. Rating
N Structure Rating
3 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
37 HS Inv. Rating Method
1 HS Inv. Method
22.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2042 Bypass Detour
4 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
04021 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.
0 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
30ft. - 40ft. - 30ft. I-BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6804 0220 X H Index
92.6383 Latitude
35:29:29.96 Longitude
-94:46:39.6 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 59 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete and Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
04-0220 NBI Text
04021 Vault Link
http://plansrv1/bridgemaintvault/b04021 GIS FO/SD
FOSD H Inv. Method
14.7 Latitude DD
35.49165556 Longitude DD
-94.77766667 ODOT County Number
68 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
4273 x
-10550601.592279 y
4230897.53024705 |
|||||||||||||||||||||||||||||||||||||
| 03924 | 3706 0525 X | 3924 | — | S.H. 3 & S.H. 33 | CREEK | 3706 0525 X | 3-10ft. X 4ft. X 50ft. R.C. BOX | 1933 | 35.85568611 | -98.11686667 | 31.663 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 89.4 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 2500 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4272 BRKEY
3924 NBI No.
3924 On Under
1 Structure No.
3706 0525 X Control No.
006 Lane Ind.
Milepoint
05250 Facility Carried
S.H. 3 & S.H. 33 Feature Intersected
CREEK Division
04 County
073 Location
5.3 MI E BLAINE C/L Sufficiency
89.4 Kind Hwy
3 Level Service
1 Route No.
00003 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
49.993 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1933 ADT Total
2500 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
FG Appr. Roadway Width
32.001 Span Type Main
M Material
1 - Concrete Design
19 Length
31.663 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
57.9 HS Inv. Rating Method
1 HS Inv. Method
34.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4000 Future ADT Year
2042 Bypass Detour
38.239904 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
03924 ODOT County
37 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft. X 4ft. X 50ft. R.C. BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3706 0525 X H Index
98.0908 Latitude
35:51:20.47 Longitude
-98:07:00.72 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 3 & 33 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
NBI Text
03924 Vault Link
http://plansrv1/bridgemaintvault/b03924 GIS FO/SD
Meets Standards H Inv. Method
19.3 Latitude DD
35.85568611 Longitude DD
-98.11686667 ODOT County Number
37 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
4272 x
-10922319.6359359 y
4280782.12955304 |
|||||||||||||||||||||||||||||||||||||
| 03923 | 7114 0511 X | 3923 | — | S.H. 5 | CREEK | 7114 0511 X | 3-10ft.x5ft.x55ft. RDY. R.C.B. | 1933 | 34.39188889 | -98.92718611 | 34.121 | 57.001 | — | 3 | 0 | 2 | 55 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 94.6 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1100 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4271 BRKEY
3923 NBI No.
3923 On Under
1 Structure No.
7114 0511 X Control No.
014 Lane Ind.
Milepoint
05110 Facility Carried
S.H. 5 Feature Intersected
CREEK Division
05 County
141 Location
5.3 MI E JCT U.S. 183 Sufficiency
94.6 Kind Hwy
3 Level Service
1 Route No.
00005 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
55 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1933 ADT Total
1100 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
55 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
34.121 Deck Width
57.001 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
53.6 HS Inv. Rating Method
1 HS Inv. Method
32.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1760 Future ADT Year
2042 Bypass Detour
39.767756 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
03923 ODOT County
71 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.x5ft.x55ft. RDY. R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7114 0511 X H Index
67 Latitude
34:23:30.8 Longitude
-98:55:37.87 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 5 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03923 Vault Link
http://plansrv1/bridgemaintvault/b03923 GIS FO/SD
Meets Standards H Inv. Method
20.6 Latitude DD
34.39188889 Longitude DD
-98.92718611 ODOT County Number
71 Maint. Dist.
5 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4271 x
-11012523.9833766 y
4081545.29961439 |
|||||||||||||||||||||||||||||||||||||
| 03922 | 4112 0511 X | 3922 | — | S.H. 18 | SPRING CREEK | 4112 0511 X | 3-10ft.X10ft.X38 RC BOX | 1933 | 35.57606944 | -96.88399444 | 34.121 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 87 | 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 | 2800 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4270 BRKEY
3922 NBI No.
3922 On Under
1 Structure No.
4112 0511 X Control No.
012 Lane Ind.
Milepoint
05110 Facility Carried
S.H. 18 Feature Intersected
SPRING CREEK Division
03 County
081 Location
5.2 MI N JCT US 62 Sufficiency
87 Kind Hwy
3 Level Service
1 Route No.
00018 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.95 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1933 ADT Total
2800 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
3 Appr. Roadway Width
27.999 Span Type Main
M Material
1 - Concrete Design
19 Length
34.121 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
7 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
45.3 HS Inv. Rating Method
1 HS Inv. Method
27.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4480 Future ADT Year
2042 Bypass Detour
26.09759 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
03922 ODOT County
41 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X10ft.X38 RC BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4112 0511 X H Index
89.9416 Latitude
35:34:33.85 Longitude
-96:53:02.38 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 18 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03922 Vault Link
http://plansrv1/bridgemaintvault/b03922 GIS FO/SD
Meets Standards H Inv. Method
21.7 Latitude DD
35.57606944 Longitude DD
-96.88399444 ODOT County Number
41 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
4270 x
-10785076.9270791 y
4242444.87993278 |
|||||||||||||||||||||||||||||||||||||
| 03921 | 1010 0419 X | 3921 | — | S.H. 7 | CREEK | 1010 0419 X | (3) 10ft. X 5ft. X 72ft. RCB WITH 5ft. ADDITIONAL CURTAIN WALLS | 1933 | 34.45650556 | -97.49281944 | 34.121 | 40 | — | 3 | 0 | 2 | 40 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 91.9 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 2400 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4269 BRKEY
3921 NBI No.
3921 On Under
1 Structure No.
1010 0419 X Control No.
010 Lane Ind.
Milepoint
04190 Facility Carried
S.H. 7 Feature Intersected
CREEK Division
07 County
019 Location
4.0 MI E STEPHENS C/L Sufficiency
91.9 Kind Hwy
3 Level Service
1 Route No.
00007 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
38.999 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
1933 ADT Total
2400 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
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
34.121 Deck Width
40 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
57.3 HS Inv. Rating Method
1 HS Inv. Method
34.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3840 Future ADT Year
2042 Bypass Detour
41.010498 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
03921 ODOT County
10 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 72ft. RCB WITH 5ft. ADDITIONAL CURTAIN WALLS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1010 0419 X H Index
98.9331 Latitude
34:27:23.42 Longitude
-97:29:34.15 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 7 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
023 NBI Text
03921 Vault Link
http://plansrv1/bridgemaintvault/b03921 GIS FO/SD
Meets Standards H Inv. Method
19.2 Latitude DD
34.45650556 Longitude DD
-97.49281944 ODOT County Number
10 Maint. Dist.
7 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
4269 x
-10852851.0160614 y
4090265.52637343 |
|||||||||||||||||||||||||||||||||||||
| 03920 | 2714 0415 X | 3920 | — | S.H. 11 | CREEK | 2714 0415 X | 3-10ft. X 4ft. X 37ft. R.C.BOX | 1933 | 36.810425 | -97.65816389 | 32.001 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 93.8 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1400 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4268 BRKEY
3920 NBI No.
3920 On Under
1 Structure No.
2714 0415 X Control No.
014 Lane Ind.
Milepoint
04150 Facility Carried
S.H. 11 Feature Intersected
CREEK Division
04 County
053 Location
4.2 MI E JCT US 81 Sufficiency
93.8 Kind Hwy
3 Level Service
1 Route No.
00011 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
37.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1933 ADT Total
1400 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
32.001 Span Type Main
M Material
1 - Concrete Design
19 Length
32.001 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
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
5 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
57.9 HS Inv. Rating Method
1 HS Inv. Method
34.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2240 Future ADT Year
2042 Bypass Detour
17.999955 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
03920 ODOT County
27 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft. X 4ft. X 37ft. R.C.BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2714 0415 X H Index
93.7927 Latitude
36:48:37.53 Longitude
-97:39:29.39 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 11 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
NBI Text
03920 Vault Link
http://plansrv1/bridgemaintvault/b03920 GIS FO/SD
Meets Standards H Inv. Method
19.3 Latitude DD
36.810425 Longitude DD
-97.65816389 ODOT County Number
27 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4268 x
-10871257.0760409 y
4412715.31605487 |
|||||||||||||||||||||||||||||||||||||
| 03919 | 4608 0343 X | 3919 | — | U.S. 266 | CREEK | 4608 0343 X | (3) 10ft. X 10ft. X 46ft. LONG RCB | 1933 | 35.46428056 | -95.463775 | 33.999 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 92.7 | 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) | C | 1100 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4267 BRKEY
3919 NBI No.
3919 On Under
1 Structure No.
4608 0343 X Control No.
008 Lane Ind.
Milepoint
03430 Facility Carried
U.S. 266 Feature Intersected
CREEK Division
01 County
091 Location
4.3 E JCT US-69 Sufficiency
92.7 Kind Hwy
2 Level Service
1 Route No.
00266 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
43.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1933 ADT Total
1100 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
43.999 Span Type Main
M Material
1 - Concrete Design
19 Length
33.999 Deck Width
0 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.5 HS Inv. Rating Method
1 HS Inv. Method
29.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1760 Future ADT Year
2042 Bypass Detour
13.048795 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
03919 ODOT County
46 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(3) 10ft. X 10ft. X 46ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4608 0343 X H Index
97.9085 Latitude
35:27:51.41 Longitude
-95:27:49.59 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 266 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
08-0343 NBI Text
03919 Vault Link
http://plansrv1/bridgemaintvault/b03919 GIS FO/SD
Meets Standards H Inv. Method
20.1 Latitude DD
35.46428056 Longitude DD
-95.463775 ODOT County Number
46 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
4267 x
-10626978.8222036 y
4227155.38842074 |
|||||||||||||||||||||||||||||||||||||
| 04110 | 4214 0190 X | 4110 | — | S.H. 51 | CREEK | 4214 0190 X | 3-6ft.X 5ft.X 61ft. R.C.BO | 1934 | 36.11559167 | -97.35511389 | 20.299 | 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) | B | 1700 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4260 BRKEY
4110 NBI No.
4110 On Under
1 Structure No.
4214 0190 X Control No.
014 Lane Ind.
Milepoint
01900 Facility Carried
S.H. 51 Feature Intersected
CREEK Division
04 County
083 Location
.1 MI W PAYNE C/L Sufficiency
96.2 Kind Hwy
3 Level Service
1 Route No.
00051 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
61.001 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
1934 ADT Total
1700 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
6 Appr. Roadway Width
25.997 Span Type Main
M Material
1 - Concrete Design
19 Length
20.299 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
250.2 HS Inv. Rating Method
1 HS Inv. Method
150.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2720 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
9999 Min Measured Clearance
9999 NBI Rating
04110 ODOT County
42 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
3-6ft.X 5ft.X 61ft. R.C.BO Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4214 0190 X H Index
97.919 Latitude
36:06:56.13 Longitude
-97:21:18.41 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 51 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
NBI Text
04110 Vault Link
http://plansrv1/bridgemaintvault/b04110 GIS FO/SD
Meets Standards H Inv. Method
95 Latitude DD
36.11559167 Longitude DD
-97.35511389 ODOT County Number
42 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
4260 x
-10837521.704356 y
4316538.28647282 |
|||||||||||||||||||||||||||||||||||||
| 04109 | 6734 0062 X | 4109 | — | S.H. 99A | CREEK | 6734 0062 X | 2-10ft.X 4ft.X 32ft. RDY R.C.BOX W/ APRONS | 1934 | 35.34809167 | -96.66045 | 22.966 | 23.999 | — | 2 | 0 | 2 | 23.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 81.7 | 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 | 960 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4259 BRKEY
4109 NBI No.
4109 On Under
1 Structure No.
6734 0062 X Control No.
034 Lane Ind.
Milepoint
00620 Facility Carried
S.H. 99A Feature Intersected
CREEK Division
03 County
133 Location
0.6 MI E JCT SH 99 Sufficiency
81.7 Kind Hwy
3 Level Service
1 Route No.
0099A Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1934 ADT Total
960 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
23.999 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
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
6 Structure Rating
6 Deck Geometry
4 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
1536 Future ADT Year
2042 Bypass Detour
14.912909 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
04109 ODOT County
67 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 4ft.X 32ft. RDY R.C.BOX W/ APRONS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6734 0062 X H Index
98.0567 Latitude
35:20:53.13 Longitude
-96:39:37.62 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 99A Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
04109 Vault Link
http://plansrv1/bridgemaintvault/b04109 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
35.34809167 Longitude DD
-96.66045 ODOT County Number
67 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
4259 x
-10760192.0738487 y
4211286.60666081 |
|||||||||||||||||||||||||||||||||||||
| 04108 | 6734 0045 X | 4108 | — | S.H. 99A | CREEK | 6734 0045 X | 2-10ft.X 4ft.X 32ft. RDY R.C.BOX | 1934 | 35.3481 | -96.66352222 | 22.966 | 23.999 | — | 2 | 0 | 2 | 23.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 80.6 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 960 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4258 BRKEY
4108 NBI No.
4108 On Under
1 Structure No.
6734 0045 X Control No.
034 Lane Ind.
Milepoint
00450 Facility Carried
S.H. 99A Feature Intersected
CREEK Division
03 County
133 Location
0.4 MI E JCT SH 99 Sufficiency
80.6 Kind Hwy
3 Level Service
1 Route No.
0099A Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1934 ADT Total
960 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
23.999 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
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
7 Structure Rating
7 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
5 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
61.4 HS Inv. Rating Method
1 HS Inv. Method
36.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1536 Future ADT Year
2042 Bypass Detour
14.912909 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
04108 ODOT County
67 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 4ft.X 32ft. RDY R.C.BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6734 0045 X H Index
99.0598 Latitude
35:20:53.16 Longitude
-96:39:48.68 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 99A Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
04108 Vault Link
http://plansrv1/bridgemaintvault/b04108 GIS FO/SD
Meets Standards H Inv. Method
20.5 Latitude DD
35.3481 Longitude DD
-96.66352222 ODOT County Number
67 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
4258 x
-10760534.0718147 y
4211287.7435318 |
|||||||||||||||||||||||||||||||||||||
| 04020 | 1002R0177 X | 4020 | — | U.S. 70 | RED OAK CREEK | 1002 0177 X | (3) 36ft. I-beam spans | 1933 | 34.17266111 | -97.53172778 | 108.924 | 27.001 | — | 3 | 0 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 30 | Poor (4) | Poor (4) | Poor (4) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 3400 | 2008 | 4 | Unmatched |
|
Raw data
OBJECTID
4254 BRKEY
4020 NBI No.
4020 On Under
1 Structure No.
1002R0177 X Control No.
002 Lane Ind.
Milepoint
01770 Facility Carried
U.S. 70 Feature Intersected
RED OAK CREEK Division
07 County
019 Location
1.8 MI E JEFFERSON C/L Sufficiency
30 Kind Hwy
2 Level Service
1 Route No.
00070 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1933 ADT Total
3400 ADT Year
2008 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
-1 Appr. Roadway Width
27.999 Span Type Main
M Material
3 - Steel Design
02 Length
108.924 Deck Width
27.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
4 Super Rating
4 Sub Rating
5 Chan. Rating
5 Culv. Rating
N Structure Rating
4 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
46.628 HS Inv. Rating Method
1 HS Inv. Method
27.999 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5440 Future ADT Year
2028 Bypass Detour
24.854848 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
04020 ODOT County
10 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
(3) 36ft. I-beam spans Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1002 0177 X H Index
54.4615 Latitude
34:10:21.58 Longitude
-97:31:54.22 I257A
_ I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 70 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
002 NBI Text
04020 Vault Link
http://plansrv1/bridgemaintvault/b04020 GIS FO/SD
SD H Inv. Method
18.739 Latitude DD
34.17266111 Longitude DD
-97.53172778 ODOT County Number
10 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4254 x
-10857182.2726578 y
4052009.82434913 |
|||||||||||||||||||||||||||||||||||||
| 04019 | 4130R0126 X | 4019 | — | U.S. 377 / S.H. 99 | SALT CREEK | 4130 0126 X | 26ft.-50ft.-26ft. I-BM.SPA | 1933 | 35.767439 | -96.662811 | 103.018 | 25 | — | 3 | 0 | 2 | 22.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 26.7 | Poor (4) | Fair (5) | Poor (4) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 3300 | 2019 | 4 | Unmatched |
|
Raw data
OBJECTID
4253 BRKEY
4019 NBI No.
4019 On Under
1 Structure No.
4130R0126 X Control No.
030 Lane Ind.
Milepoint
01260 Facility Carried
U.S. 377 / S.H. 99 Feature Intersected
SALT CREEK Division
03 County
081 Location
1.3 MI N JCT SH 66 Sufficiency
26.7 Kind Hwy
2 Level Service
1 Route No.
00377 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
22.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1933 ADT Total
3300 ADT Year
2019 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
22.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
22.001 Span Type Main
M Material
3 - Steel Design
02 Length
103.018 Deck Width
25 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
4 Sub Rating
5 Chan. Rating
4 Culv. Rating
N Structure Rating
4 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
40 HS Inv. Rating Method
1 HS Inv. Method
24 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5280 Future ADT Year
2039 Bypass Detour
39.146385 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
04019 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
6 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
26ft.-50ft.-26ft. I-BM.SPA Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4130 0126 X H Index
94.0728 Latitude
35:46:02.78 Longitude
-96:39:46.12 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 377 / S.H. 99 Scour
5 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete and Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
04019 Vault Link
http://plansrv1/bridgemaintvault/b04019 GIS FO/SD
FOSD H Inv. Method
16 Latitude DD
35.767439 Longitude DD
-96.662811 ODOT County Number
41 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4253 x
-10760454.8991664 y
4268668.34109423 |
|||||||||||||||||||||||||||||||||||||
| 04018 | 1608R0084 X | 4018 | — | U.S. 277 | SNAKE CREEK | 1608 0084 X | 30ft.-40ft.-30ft. I-BM. SPANS | 1933 | 34.46104444 | -98.40025556 | 101.05 | 26.903 | — | 3 | 0 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 48.7 | Fair (5) | Satisfactory (6) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 2300 | 2017 | 4 | Unmatched |
|
Raw data
OBJECTID
4252 BRKEY
4018 NBI No.
4018 On Under
1 Structure No.
1608R0084 X Control No.
008 Lane Ind.
Milepoint
00840 Facility Carried
U.S. 277 Feature Intersected
SNAKE CREEK Division
07 County
031 Location
0.9 MI.N. COTTON CL Sufficiency
48.7 Kind Hwy
2 Level Service
1 Route No.
00277 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1933 ADT Total
2300 ADT Year
2017 Design Load
H 15 Skew
0 No. Main Spans
3 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
23.999 Span Type Main
M Material
3 - Steel Design
02 Length
101.05 Deck Width
26.903 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
5 Sub Rating
5 Chan. Rating
5 Culv. Rating
N Structure Rating
5 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
45.195 HS Inv. Rating Method
1 HS Inv. Method
27.117 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3680 Future ADT Year
2037 Bypass Detour
36.039529 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
04018 ODOT County
16 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
1.64 Rt. Curb SW
1.64 Description
30ft.-40ft.-30ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1608 0084 X H Index
81.56 Latitude
34:27:39.76 Longitude
-98:24:00.92 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 277 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
42 NBI Text
04018 Vault Link
http://plansrv1/bridgemaintvault/b04018 GIS FO/SD
Meets Standards H Inv. Method
17.086 Latitude DD
34.46104444 Longitude DD
-98.40025556 ODOT County Number
16 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
4252 x
-10953866.3428672 y
4090878.31627667 |
|||||||||||||||||||||||||||||||||||||
| 04015 | 3004R0700 X | 4015 | — | U.S. 64 | BADGER CREEK | 3004 0700 X | 3-30ft. I-BM. SPANS | 1933 | 36.855925 | -99.52994722 | 90.879 | 25.919 | — | 3 | 0 | 2 | 24.501 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 32 | Poor (4) | Serious (3) | Poor (4) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 770 | 2007 | 4 | Unmatched |
|
Raw data
OBJECTID
4249 BRKEY
4015 NBI No.
4015 On Under
1 Structure No.
3004R0700 X Control No.
004 Lane Ind.
Milepoint
07000 Facility Carried
U.S. 64 Feature Intersected
BADGER CREEK Division
06 County
059 Location
7NE OF JCT US64W/US183 Sufficiency
32 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
n Horizontal Clearance
24.501 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1933 ADT Total
770 ADT Year
2007 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
24.501 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
26.499 Span Type Main
M Material
3 - Steel Design
02 Length
90.879 Deck Width
25.919 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
3 Super Rating
4 Sub Rating
4 Chan. Rating
7 Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
43.1 HS Inv. Rating Method
1 HS Inv. Method
25.794 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1232 Future ADT Year
2027 Bypass Detour
65.865346 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
nr Narrow or 1 Lane
N Advanced Warning Sign
n Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
04015 ODOT County
30 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-30ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
3004 0700 X H Index
47.9811 Latitude
36:51:21.33 Longitude
-99:31:47.81 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
U.S. 64 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
04015 Vault Link
http://plansrv1/bridgemaintvault/b04015 GIS FO/SD
SD H Inv. Method
15.984 Latitude DD
36.855925 Longitude DD
-99.52994722 ODOT County Number
30 Maint. Dist.
6 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4249 x
-11079623.0432118 y
4419043.57176495 |
|||||||||||||||||||||||||||||||||||||
| 03918 | 2510 0331 X | 3918 | — | S.H. 19 | CREEK | 2510 0331 X | 3-10ft.X 3ft. X 38ft. RDY | 1933 | 34.795833 | -97.354722 | 33.136 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 95.5 | 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 | 2800 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4248 BRKEY
3918 NBI No.
3918 On Under
1 Structure No.
2510 0331 X Control No.
010 Lane Ind.
Milepoint
03310 Facility Carried
S.H. 19 Feature Intersected
CREEK Division
03 County
049 Location
3.3 MI E JCT SH 74 Sufficiency
95.5 Kind Hwy
3 Level Service
1 Route No.
00019 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1933 ADT Total
2800 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
33.136 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
57.9 HS Inv. Rating Method
1 HS Inv. Method
34.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4480 Future ADT Year
2042 Bypass Detour
19.883878 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
03918 ODOT County
25 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X 3ft. X 38ft. RDY Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2510 0331 X H Index
98.3688 Latitude
34:47:45 Longitude
-97:21:17 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 19 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03918 Vault Link
http://plansrv1/bridgemaintvault/b03918 GIS FO/SD
Meets Standards H Inv. Method
19.3 Latitude DD
34.795833 Longitude DD
-97.354722 ODOT County Number
25 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
4248 x
-10837478.0793607 y
4136170.16229755 |
|||||||||||||||||||||||||||||||||||||
| 03917 | 3004 0219 X | 3917 | — | U.S. 64 | CREEK | 3004 0219 X | 3-10ft.X 4ft.X 43.5ft. R.C. BOX | 1933 | 36.85259167 | -99.61534167 | 32.152 | 43.501 | — | 3 | 0 | 2 | 41.499 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 94.9 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 820 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4247 BRKEY
3917 NBI No.
3917 On Under
1 Structure No.
3004 0219 X Control No.
004 Lane Ind.
Milepoint
02190 Facility Carried
U.S. 64 Feature Intersected
CREEK Division
06 County
059 Location
2.2NE OF JCT US 64W/US183 Sufficiency
94.9 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
41.499 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1933 ADT Total
820 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
41.499 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
3 Appr. Roadway Width
27.999 Span Type Main
M Material
1 - Concrete Design
19 Length
32.152 Deck Width
43.501 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
106.7 HS Inv. Rating Method
1 HS Inv. Method
64 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1312 Future ADT Year
2042 Bypass Detour
65.865346 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
_ Advanced Warning Sign
N Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
03917 ODOT County
30 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X 4ft.X 43.5ft. R.C. BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3004 0219 X H Index
95.68 Latitude
36:51:09.33 Longitude
-99:36:55.23 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 64 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03917 Vault Link
http://plansrv1/bridgemaintvault/b03917 GIS FO/SD
Meets Standards H Inv. Method
35.5 Latitude DD
36.85259167 Longitude DD
-99.61534167 ODOT County Number
30 Maint. Dist.
6 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4247 x
-11089129.1099024 y
4418579.83593484 |
|||||||||||||||||||||||||||||||||||||
| 03916 | 5108 0098 X | 3916 | — | U.S. 64 | COAL CREEK TRIB. | 5108 0098 X | 3-10ft.X 10ft.X 30ft. R.C. | 1933 | 35.84594722 | -95.69999167 | 32.001 | 32.999 | — | 3 | 0 | 2 | 30 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 65.7 | 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) | C | 2700 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4246 BRKEY
3916 NBI No.
3916 On Under
1 Structure No.
5108 0098 X Control No.
008 Lane Ind.
Milepoint
00980 Facility Carried
U.S. 64 Feature Intersected
COAL CREEK TRIB. Division
01 County
101 Location
1 MI SE WAGONER C/L Sufficiency
65.7 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
30 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1933 ADT Total
2700 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
AG Appr. Roadway Width
27.999 Span Type Main
M Material
1 - Concrete Design
19 Length
32.001 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.
2 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
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
46.1 HS Inv. Rating Method
1 HS Inv. Method
27.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4320 Future ADT Year
2042 Bypass Detour
39.146385 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
03916 ODOT County
51 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X 10ft.X 30ft. R.C. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5108 0098 X H Index
61.5948 Latitude
35:50:45.41 Longitude
-95:41:59.97 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 64 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03916 Vault Link
http://plansrv1/bridgemaintvault/b03916 GIS FO/SD
Meets Standards H Inv. Method
16.8 Latitude DD
35.84594722 Longitude DD
-95.69999167 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
4246 x
-10653274.3416249 y
4279444.59901206 |
|||||||||||||||||||||||||||||||||||||
| 03915 | 3710 0080 X | 3915 | — | S.H. 33 | CREEK | 3710 0080 X | 3-10ft.X 9ft.X 145ft. R.C. BOX | 1933 | 35.86033056 | -97.91855 | 32.001 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 90.4 | 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 | 2300 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4245 BRKEY
3915 NBI No.
3915 On Under
1 Structure No.
3710 0080 X Control No.
010 Lane Ind.
Milepoint
00800 Facility Carried
S.H. 33 Feature Intersected
CREEK Division
04 County
073 Location
.9 MI E JCT US 81 Sufficiency
90.4 Kind Hwy
3 Level Service
1 Route No.
00033 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
90 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1933 ADT Total
2300 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
12 Appr. Roadway Width
36.001 Span Type Main
M Material
1 - Concrete Design
19 Length
32.001 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
247.5 HS Inv. Rating Method
1 HS Inv. Method
148.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3680 Future ADT Year
2042 Bypass Detour
52.816551 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
03915 ODOT County
37 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X 9ft.X 145ft. R.C. BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3710 0080 X H Index
98.552 Latitude
35:51:37.19 Longitude
-97:55:06.78 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
4 Local Bridge ID
NBI Text
03915 Vault Link
http://plansrv1/bridgemaintvault/b03915 GIS FO/SD
Meets Standards H Inv. Method
131 Latitude DD
35.86033056 Longitude DD
-97.91855 ODOT County Number
37 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4245 x
-10900243.1252157 y
4281420.05207001 |
|||||||||||||||||||||||||||||||||||||
| 03914 | 4112 0076 X | 3914 | — | S.H. 18 | CREEK | 4112 0076 X | 2-10ft.X6ft.X138ft. RC BOX | 1933 | 35.51427222 | -96.89426667 | 137.999 | 0 | — | 2 | 45 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 93.1 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 3500 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4244 BRKEY
3914 NBI No.
3914 On Under
1 Structure No.
4112 0076 X Control No.
012 Lane Ind.
Milepoint
00760 Facility Carried
S.H. 18 Feature Intersected
CREEK Division
03 County
081 Location
0.8 MI N JCT US 62 Sufficiency
93.1 Kind Hwy
3 Level Service
1 Route No.
00018 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
1933 ADT Total
3500 ADT Year
2022 Design Load
H 20 Skew
45 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
11 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
137.999 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
84.9 HS Inv. Rating Method
1 HS Inv. Method
50.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5600 Future ADT Year
2042 Bypass Detour
26.09759 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
03914 ODOT County
41 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X6ft.X138ft. RC BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4112 0076 X H Index
98.68 Latitude
35:30:51.38 Longitude
-96:53:39.36 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 18 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03914 Vault Link
http://plansrv1/bridgemaintvault/b03914 GIS FO/SD
Meets Standards H Inv. Method
39 Latitude DD
35.51427222 Longitude DD
-96.89426667 ODOT County Number
41 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
4244 x
-10786220.4264921 y
4233990.172453 |
|||||||||||||||||||||||||||||||||||||
| 04014 | 2504R0385 X | 4014 | — | S.H. 7 | SQUIRREL CREEK | 2504R0385 X | 100ft. PRESTRESSED CONC BM SPAN | 1993 | 34.52166667 | -97.29 | 100.066 | 42.001 | — | 1 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94 | Very good (8) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 2400 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
4230 BRKEY
4014 NBI No.
4014 On Under
1 Structure No.
2504R0385 X Control No.
004 Lane Ind.
Milepoint
03850 Facility Carried
S.H. 7 Feature Intersected
SQUIRREL CREEK Division
07 County
049 Location
3.9 MI NE MURRAY C/L Sufficiency
94 Kind Hwy
3 Level Service
1 Route No.
00007 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1993 ADT Total
2400 ADT Year
1999 Design Load
HS 20 Skew
0 No. Main Spans
1 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
33.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
100.066 Deck Width
42.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
9 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
7 Culv. Rating
N Structure Rating
8 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
48.612 HS Inv. Rating Method
1 HS Inv. Method
48.612 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2400 Future ADT Year
2017 Bypass Detour
32.932673 School Bus Rte.
_ Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
04014 ODOT County
25 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
100ft. PRESTRESSED CONC BM SPAN Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
2504R0385 X H Index
100 Latitude
34:31:18 Longitude
-97:17:24 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 7 Scour
6 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
04014 Vault Link
http://plansrv1/bridgemaintvault/b04014 GIS FO/SD
Meets Standards H Inv. Method
35.715 Latitude DD
34.52166667 Longitude DD
-97.29 ODOT County Number
25 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4230 x
-10830273.2592776 y
4099066.06332833 |
|||||||||||||||||||||||||||||||||||||
| 04013 | 4804 0054 X | 4013 | — | U.S. 70 | WHISKEY CREEK | 4804 0054 X | (3) 30ft. CONTINUOUS I-BEAM | 1933 | 34.08338611 | -96.76801111 | 92.001 | 60 | — | 3 | 0 | 3 | 52.001 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 68.1 | Fair (5) | Satisfactory (6) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 10200 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4229 BRKEY
4013 NBI No.
4013 On Under
1 Structure No.
4804 0054 X Control No.
004 Lane Ind.
Milepoint
00540 Facility Carried
U.S. 70 Feature Intersected
WHISKEY CREEK Division
02 County
095 Location
0.54 SE JCT SH-99 EAST Sufficiency
68.1 Kind Hwy
2 Level Service
1 Route No.
00070 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
1933 ADT Total
10200 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
52.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
92.001 Deck Width
60 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
6 Super Rating
5 Sub Rating
5 Chan. Rating
7 Culv. Rating
N Structure Rating
5 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
52 HS Inv. Rating Method
1 HS Inv. Method
31 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
16320 Future ADT Year
2042 Bypass Detour
18.019764 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
04013 ODOT County
48 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
(3) 30ft. CONTINUOUS I-BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4804 0054 X H Index
97.297 Latitude
34:05:00.19 Longitude
-96:46:04.84 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 70 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
04 NBI Text
04013 Vault Link
http://plansrv1/bridgemaintvault/b04013 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
34.08338611 Longitude DD
-96.76801111 ODOT County Number
48 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
4229 x
-10772165.721843 y
4040004.24661119 |
|||||||||||||||||||||||||||||||||||||
| 04009 | 5706R0872 X | 4009 | — | U.S. 60 | ELM CREEK | 5706 0872 X | 80ft. PONY TRUSS SPAN | 1933 | 36.75760278 | -96.24215556 | 83.005 | 25 | — | 1 | 0 | 2 | 23.999 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 24.6 | Poor (4) | Fair (5) | Poor (4) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 2300 | 2014 | 4 | Unmatched |
|
Raw data
OBJECTID
4225 BRKEY
4009 NBI No.
4009 On Under
1 Structure No.
5706R0872 X Control No.
006 Lane Ind.
Milepoint
08720 Facility Carried
U.S. 60 Feature Intersected
ELM CREEK Division
08 County
113 Location
3.5 MI. E. JCT. SH99 Sufficiency
24.6 Kind Hwy
2 Level Service
1 Route No.
00060 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1933 ADT Total
2300 ADT Year
2014 Design Load
H 20 Skew
0 No. Main Spans
1 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
00 Appr. Roadway Width
27.999 Span Type Main
M Material
3 - Steel Design
10 Length
83.005 Deck Width
25 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
4 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
4 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
38.3 HS Inv. Rating Method
2 HS Inv. Method
22.6 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
3680 Future ADT Year
2034 Bypass Detour
36.039529 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
04009 ODOT County
57 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0.499 Rt. Curb SW
0.499 Description
80ft. PONY TRUSS SPAN Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5706 0872 X H Index
64.8565 Latitude
36:45:27.37 Longitude
-96:14:31.76 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
U.S. 60 Scour
8 Design Structure
10 - Truss - Thru FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
04009 Vault Link
http://plansrv1/bridgemaintvault/b04009 GIS FO/SD
SD H Inv. Method
14.9 Latitude DD
36.75760278 Longitude DD
-96.24215556 ODOT County Number
57 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
4225 x
-10713627.7497862 y
4405373.3828779 |
|||||||||||||||||||||||||||||||||||||
| 03815 | 0522R0343 X | 3815 | — | S.H. 34 | N. FORK OF RED RIVER | 0522 0343 X | 7-100ft. PONY TRUSS & 2-60ft. I-BEAM SPANS | 1932 | 35.165886 | -99.507258 | 832 | 24 | — | 7 | 0 | 2 | 22 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 46.9 | 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 | 610 | 2022 | 2 | Unmatched |
|
Raw data
OBJECTID
4217 BRKEY
3815 NBI No.
3815 On Under
1 Structure No.
0522R0343 X Control No.
022 Lane Ind.
Milepoint
03430 Facility Carried
S.H. 34 Feature Intersected
N. FORK OF RED RIVER Division
05 County
009 Location
3.6 MI.N. GREER C/L Sufficiency
46.9 Kind Hwy
3 Level Service
1 Route No.
00034 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
22 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1932 ADT Total
610 ADT Year
2022 Design Load
H 15 Skew
0 No. Main Spans
7 Road Width
22 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
24 Span Type Main
M Material
3 - Steel Design
10 Length
832 Deck Width
24 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
5 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
2 Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
39.2 HS Inv. Rating Method
1 HS Inv. Method
23.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
976 Future ADT Year
2042 Bypass Detour
31.689931 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
03815 ODOT County
05 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
7-100ft. PONY TRUSS & 2-60ft. I-BEAM SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
0522 0343 X H Index
79.8 Latitude
35:09:57.19 Longitude
-99:30:26.13 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
S.H. 34 Scour
8 Design Structure
10 - Truss - Thru FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
2 Local Bridge ID
-1 NBI Text
03815 Vault Link
http://plansrv1/bridgemaintvault/b03815 GIS FO/SD
FO H Inv. Method
14.8 Latitude DD
35.165886 Longitude DD
-99.507258 ODOT County Number
5 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
4217 x
-11077097.2907949 y
4186447.30209596 |
|||||||||||||||||||||||||||||||||||||
| 03814 | 6512R0504 X | 3814 | — | S.H. 33 | WASHITA RIVER | 6512 0504 X | 4-100ft. PONY TRUSS, 40ft. I-BEAM SPANS | 1932 | 35.67106389 | -99.59146944 | 448.163 | 25 | — | 4 | 0 | 2 | 22.001 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Posted for load (P) | 39.8 | Poor (4) | 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 | 1200 | 2007 | 4 | Unmatched |
|
Raw data
OBJECTID
4216 BRKEY
3814 NBI No.
3814 On Under
1 Structure No.
6512R0504 X Control No.
012 Lane Ind.
Milepoint
05040 Facility Carried
S.H. 33 Feature Intersected
WASHITA RIVER Division
05 County
129 Location
5.4 MI E JCT US 283 Sufficiency
39.8 Kind Hwy
3 Level Service
1 Route No.
00033 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
22.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1932 ADT Total
1200 ADT Year
2007 Design Load
H 15 Skew
0 No. Main Spans
4 Road Width
22.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
33.999 Span Type Main
M Material
3 - Steel Design
10 Length
448.163 Deck Width
25 Bridge Open Closed
P TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
5 Sub Rating
5 Chan. Rating
7 Culv. Rating
N Structure Rating
4 Deck Geometry
3 Underclearance
N Bridge Posting
4 Waterway Adequacy
6 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
31.857 HS Inv. Rating Method
1 HS Inv. Method
19.07 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1920 Future ADT Year
2027 Bypass Detour
39.999898 School Bus Rte.
2 Posted Weight
213145 Posted Speed Limit
65 Narrow or 1 Lane
y02 Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
03814 ODOT County
65 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
4-100ft. PONY TRUSS, 40ft. I-BEAM SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6512 0504 X H Index
50.5698 Latitude
35:40:15.83 Longitude
-99:35:29.29 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
S.H. 33 Scour
8 Design Structure
10 - Truss - Thru FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03814 Vault Link
http://plansrv1/bridgemaintvault/b03814 GIS FO/SD
Meets Standards H Inv. Method
12.897 Latitude DD
35.67106389 Longitude DD
-99.59146944 ODOT County Number
65 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
4216 x
-11086471.6654147 y
4255454.15572387 |
|||||||||||||||||||||||||||||||||||||
| 03813 | 4128R1436 X | 3813 | — | S.H. 99 | DEEP FORK CREEK O'FLOW | 4128R1436 X | 12-36ft. I-BM SPANS | 1932 | 35.69 | -96.66166667 | 433.071 | 26.903 | — | 12 | 0 | 2 | 23.95 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 23.9 | Poor (4) | Serious (3) | Poor (4) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 2800 | 2001 | 4 | Unmatched |
|
Raw data
OBJECTID
4215 BRKEY
3813 NBI No.
3813 On Under
1 Structure No.
4128R1436 X Control No.
028 Lane Ind.
Milepoint
14360 Facility Carried
S.H. 99 Feature Intersected
DEEP FORK CREEK O'FLOW Division
03 County
081 Location
14.6 MI N JCT US 62 Sufficiency
23.9 Kind Hwy
3 Level Service
1 Route No.
00099 Service Type On
1 Service Type Off
9 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
02 - Principal Arterial Other (Rural) Year Built
1932 ADT Total
2800 ADT Year
2001 Design Load
H 20 Skew
0 No. Main Spans
12 Road Width
23.95 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
32.001 Span Type Main
M Material
3 - Steel Design
02 Length
433.071 Deck Width
26.903 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
6 Deck Rating
3 Super Rating
4 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
4 Deck Geometry
2 Underclearance
N Bridge Posting
0 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
24.802 HS Inv. Rating Method
2 HS Inv. Method
24.802 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
2777 Future ADT Year
2018 Bypass Detour
39.146385 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
03813 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
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
12-36ft. I-BM SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4128R1436 X H Index
78.1016 Latitude
35:41:24 Longitude
-96:39:42 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 99 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03813 Vault Link
http://plansrv1/bridgemaintvault/b03813 GIS FO/SD
SD H Inv. Method
-1 Latitude DD
35.69 Longitude DD
-96.66166667 ODOT County Number
41 Maint. Dist.
3 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
4215 x
-10760327.5129335 y
4258049.26280973 |
|||||||||||||||||||||||||||||||||||||
| 03812 | 6512R1450 X | 3812 | — | S.H. 33 | WASHITA RIVER O'FLOW | 6512 1450 X | 12-30ft. I-BEAM SPANS W/ TIMBER PILES | 1932 | 35.65166667 | -99.43166667 | 359.908 | 25 | — | 12 | 0 | 2 | 22.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 39.7 | Poor (4) | Fair (5) | Fair (5) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1400 | 2006 | 4 | Unmatched |
|
Raw data
OBJECTID
4214 BRKEY
3812 NBI No.
3812 On Under
1 Structure No.
6512R1450 X Control No.
012 Lane Ind.
Milepoint
14500 Facility Carried
S.H. 33 Feature Intersected
WASHITA RIVER O'FLOW Division
05 County
129 Location
3.2 MI W JCT SH-34 Sufficiency
39.7 Kind Hwy
3 Level Service
1 Route No.
00033 Service Type On
1 Service Type Off
9 Vertical Clearance
_ Horizontal Clearance
22.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1932 ADT Total
1400 ADT Year
2006 Design Load
H 20 Skew
0 No. Main Spans
12 Road Width
22.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
25 Span Type Main
M Material
3 - Steel Design
02 Length
359.908 Deck Width
25 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
7 Deck Rating
5 Super Rating
5 Sub Rating
4 Chan. Rating
N Culv. Rating
N Structure Rating
4 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
51.478 HS Inv. Rating Method
1 HS Inv. Method
30.865 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2240 Future ADT Year
2026 Bypass Detour
39.999898 School Bus Rte.
2 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
03812 ODOT County
65 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
12-30ft. I-BEAM SPANS W/ TIMBER PILES Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6512 1450 X H Index
46.645 Latitude
35:39:06 Longitude
-99:25:54 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
S.H. 33 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03812 Vault Link
http://plansrv1/bridgemaintvault/b03812 GIS FO/SD
SD H Inv. Method
19.29 Latitude DD
35.65166667 Longitude DD
-99.43166667 ODOT County Number
65 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
4214 x
-11068682.5024309 y
4252796.49386155 |
|||||||||||||||||||||||||||||||||||||
| 03811 | 1708R1309 X | 3811 | — | U.S. 277 | WEST CACHE CREEK O'FLOW | 1708R1309 X | 4 SPAN PC. BEAM | 1994 | 34.36166667 | -98.45 | 359.908 | 42.001 | — | 4 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 88.1 | Satisfactory (6) | Satisfactory (6) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 800 | 1999 | 4 | Unmatched |
|
Raw data
OBJECTID
4213 BRKEY
3811 NBI No.
3811 On Under
1 Structure No.
1708R1309 X Control No.
008 Lane Ind.
Milepoint
13090 Facility Carried
U.S. 277 Feature Intersected
WEST CACHE CREEK O'FLOW Division
07 County
033 Location
.2 MI E JCT SH 5 & US 277 Sufficiency
88.1 Kind Hwy
2 Level Service
1 Route No.
00277 Service Type On
1 Service Type Off
9 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1994 ADT Total
800 ADT Year
1999 Design Load
HS 20 Skew
0 No. Main Spans
4 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
359.908 Deck Width
42.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
9 Deck Rating
6 Super Rating
8 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
6 Deck Geometry
8 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
24.802 HS Inv. Rating Method
1 HS Inv. Method
24.802 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
800 Future ADT Year
2017 Bypass Detour
24.854848 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
03811 ODOT County
17 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
9 DK Protect.
9 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
4 SPAN PC. BEAM Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1708R1309 X H Index
100 Latitude
34:21:42 Longitude
-98:27:00 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
U.S. 277 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
25-17 NBI Text
03811 Vault Link
http://plansrv1/bridgemaintvault/b03811 GIS FO/SD
Meets Standards H Inv. Method
19.842 Latitude DD
34.36166667 Longitude DD
-98.45 ODOT County Number
17 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4213 x
-10959403.8685978 y
4077469.0251379 |
|||||||||||||||||||||||||||||||||||||
| 04116 | 1716 0661 X | 4116 | — | S.H. 5 | CREEK | 1716 0661 X | 2-10ft.X 7ft.X 32ft. R.C. BOX | 1934 | 34.23166667 | -98.16111111 | 22.966 | 33.999 | — | 2 | 0 | 2 | 32 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 99.1 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 540 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4212 BRKEY
4116 NBI No.
4116 On Under
1 Structure No.
1716 0661 X Control No.
016 Lane Ind.
Milepoint
06610 Facility Carried
S.H. 5 Feature Intersected
CREEK Division
07 County
033 Location
1.2 W JEFFERSON C/L Sufficiency
99.1 Kind Hwy
3 Level Service
1 Route No.
00005 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
1934 ADT Total
540 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
32 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
26.001 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
33.999 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60.5 HS Inv. Rating Method
1 HS Inv. Method
36.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
864 Future ADT Year
2042 Bypass Detour
22.990734 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
04116 ODOT County
17 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 7ft.X 32ft. R.C. BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1716 0661 X H Index
90.4346 Latitude
34:13:54 Longitude
-98:09:40 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 5 Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
53 NBI Text
04116 Vault Link
http://plansrv1/bridgemaintvault/b04116 GIS FO/SD
Meets Standards H Inv. Method
20.2 Latitude DD
34.23166667 Longitude DD
-98.16111111 ODOT County Number
17 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
4212 x
-10927244.9044671 y
4059951.78097837 |
|||||||||||||||||||||||||||||||||||||
| 04115 | 2302 0648 X | 4115 | — | U.S. 60 | CREEK | 2302 0648 X | 2-10ft.X10ft.X39.4ft. RCB | 1934 | 36.13733333 | -99.88545278 | 21.001 | 39.4 | — | 2 | 0 | 2 | 37.402 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 85.3 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 1700 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4211 BRKEY
4115 NBI No.
4115 On Under
1 Structure No.
2302 0648 X Control No.
002 Lane Ind.
Milepoint
06480 Facility Carried
U.S. 60 Feature Intersected
CREEK Division
06 County
045 Location
6.7 MI E STATE LINE Sufficiency
85.3 Kind Hwy
2 Level Service
1 Route No.
00060 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.402 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
1934 ADT Total
1700 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
37.402 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
27.001 Span Type Main
M Material
1 - Concrete Design
19 Length
21.001 Deck Width
39.4 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
67.1 HS Inv. Rating Method
1 HS Inv. Method
40.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2720 Future ADT Year
2042 Bypass Detour
76.999999 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
04115 ODOT County
23 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X10ft.X39.4ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2302 0648 X H Index
92.8474 Latitude
36:08:14.4 Longitude
-99:53:07.63 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 60 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
04115 Vault Link
http://plansrv1/bridgemaintvault/b04115 GIS FO/SD
Meets Standards H Inv. Method
22.3 Latitude DD
36.13733333 Longitude DD
-99.88545278 ODOT County Number
23 Maint. Dist.
6 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
4211 x
-11119197.7411252 y
4319534.71781463 |
|||||||||||||||||||||||||||||||||||||
| 04114 | 1716R0426 X | 4114 | — | S.H. 5 | CREEK | 1716 0426 X | 2-10ft.X 5ft.X 35ft. R.C. BOX | 1934 | 34.23166667 | -98.20222222 | 22.966 | 37.001 | — | 2 | 0 | 2 | 26.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 90.5 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 540 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4210 BRKEY
4114 NBI No.
4114 On Under
1 Structure No.
1716R0426 X Control No.
016 Lane Ind.
Milepoint
04260 Facility Carried
S.H. 5 Feature Intersected
CREEK Division
07 County
033 Location
4.3 S & E JCT SH65 Sufficiency
90.5 Kind Hwy
3 Level Service
1 Route No.
00005 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
1934 ADT Total
540 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
26.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
26.001 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
37.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60.5 HS Inv. Rating Method
1 HS Inv. Method
36.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
864 Future ADT Year
2042 Bypass Detour
22.990734 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
04114 ODOT County
17 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 5ft.X 35ft. R.C. BOX Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1716 0426 X H Index
91.1999 Latitude
34:13:54 Longitude
-98:12:08 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 5 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
50 NBI Text
04114 Vault Link
http://plansrv1/bridgemaintvault/b04114 GIS FO/SD
Meets Standards H Inv. Method
20.2 Latitude DD
34.23166667 Longitude DD
-98.20222222 ODOT County Number
17 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
4210 x
-10931821.3722983 y
4059951.78097837 |
|||||||||||||||||||||||||||||||||||||
| 04113 | 4504 0010 X | 4113 | — | U.S. 70/US-259/SH3 | CREEK | 4504 0010 X | (3) 8ft. X 4ft. X 175ft. LONG RCB SK 30° | 1934 | 33.91984722 | -94.77307222 | 30 | 0 | — | 3 | 30 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 67 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 12000 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4209 BRKEY
4113 NBI No.
4113 On Under
1 Structure No.
4504 0010 X Control No.
004 Lane Ind.
Milepoint
00100 Facility Carried
U.S. 70/US-259/SH3 Feature Intersected
CREEK Division
02 County
089 Location
50' N JCT US259/US70 Sufficiency
67 Kind Hwy
2 Level Service
1 Route No.
00070 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1934 ADT Total
12000 ADT Year
2022 Design Load
H 20 Skew
30 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
3 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
30 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.053 HS Inv. Rating Method
1 HS Inv. Method
36.046 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
19200 Future ADT Year
2042 Bypass Detour
14.912909 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
04113 ODOT County
45 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(3) 8ft. X 4ft. X 175ft. LONG RCB SK 30° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4504 0010 X H Index
98.0361 Latitude
33:55:11.45 Longitude
-94:46:23.06 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 70 / U.S. 259 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
07 NBI Text
04113 Vault Link
http://plansrv1/bridgemaintvault/b04113 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
33.91984722 Longitude DD
-94.77307222 ODOT County Number
45 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
4209 x
-10550090.1404445 y
4018044.5371127 |
|||||||||||||||||||||||||||||||||||||
| 04112 | 5906R0247 X | 4112 | — | U.S. 64 | CREEK | 5906 0247 X | 26ft. I-BM. SPAN | 1934 | 36.28609722 | -96.52225556 | 26.903 | 32.999 | — | 1 | 0 | 2 | 30 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 66.4 | Fair (5) | Fair (5) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 2400 | 2012 | 4 | Unmatched |
|
Raw data
OBJECTID
4208 BRKEY
4112 NBI No.
4112 On Under
1 Structure No.
5906R0247 X Control No.
006 Lane Ind.
Milepoint
02470 Facility Carried
U.S. 64 Feature Intersected
CREEK Division
08 County
117 Location
2.5 MI E JCT SH 99 Sufficiency
66.4 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
30 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1934 ADT Total
2400 ADT Year
2012 Design Load
H 15 Skew
0 No. Main Spans
1 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
26.001 Span Type Main
M Material
3 - Steel Design
02 Length
26.903 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.
3 Deck Rating
5 Super Rating
5 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
52.3 HS Inv. Rating Method
1 HS Inv. Method
31.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3840 Future ADT Year
2032 Bypass Detour
42.874612 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
-1 Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
04112 ODOT County
59 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
26ft. I-BM. SPAN Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5906 0247 X H Index
58.591 Latitude
36:17:09.95 Longitude
-96:31:20.12 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
4 Local Bridge ID
-1 NBI Text
04112 Vault Link
http://plansrv1/bridgemaintvault/b04112 GIS FO/SD
Meets Standards H Inv. Method
17.9 Latitude DD
36.28609722 Longitude DD
-96.52225556 ODOT County Number
59 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4208 x
-10744808.3391574 y
4340059.6542158 |
|||||||||||||||||||||||||||||||||||||
| 04111 | 1716 0193 X | 4111 | — | S.H. 5 | CREEK | 1716 0193 X | 2-10ft.X 5ft.X 32ft. R.C.BOX | 1934 | 34.2475 | -98.22638889 | 22.966 | 33.999 | — | 2 | 0 | 2 | 22.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 83.3 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 540 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4207 BRKEY
4111 NBI No.
4111 On Under
1 Structure No.
1716 0193 X Control No.
016 Lane Ind.
Milepoint
01930 Facility Carried
S.H. 5 Feature Intersected
CREEK Division
07 County
033 Location
1.9 MI S JCT SH 65 Sufficiency
83.3 Kind Hwy
3 Level Service
1 Route No.
00005 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
22.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1934 ADT Total
540 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
22.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
22.001 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
33.999 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
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
60.5 HS Inv. Rating Method
1 HS Inv. Method
36.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
864 Future ADT Year
2042 Bypass Detour
22.990734 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
04111 ODOT County
17 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 5ft.X 32ft. R.C.BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1716 0193 X H Index
94.7391 Latitude
34:14:51 Longitude
-98:13:35 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 5 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
47 NBI Text
04111 Vault Link
http://plansrv1/bridgemaintvault/b04111 GIS FO/SD
Meets Standards H Inv. Method
20.2 Latitude DD
34.2475 Longitude DD
-98.22638889 ODOT County Number
17 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
4207 x
-10934511.5936969 y
4062083.8424039 |
|||||||||||||||||||||||||||||||||||||
| 04006 | 2510 0650 X | 4006 | — | S.H. 19 | CREEK | 2510 0650 X | 5-10ft. X 3ft. X 41ft. RDY | 1933 | 34.770056 | -97.307492 | 78.084 | 0 | — | 5 | 45 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 92.7 | 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 | 2800 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4204 BRKEY
4006 NBI No.
4006 On Under
1 Structure No.
2510 0650 X Control No.
010 Lane Ind.
Milepoint
06500 Facility Carried
S.H. 19 Feature Intersected
CREEK Division
03 County
049 Location
6.6 MI E JCT SH 74 Sufficiency
92.7 Kind Hwy
3 Level Service
1 Route No.
00019 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1933 ADT Total
2800 ADT Year
2022 Design Load
H 20 Skew
45 No. Main Spans
5 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
78.084 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
58.9 HS Inv. Rating Method
1 HS Inv. Method
35.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4480 Future ADT Year
2042 Bypass Detour
19.883878 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
04006 ODOT County
25 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
5-10ft. X 3ft. X 41ft. RDY Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2510 0650 X H Index
92.7535 Latitude
34:46:12.2 Longitude
-97:18:26.97 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 19 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
04006 Vault Link
http://plansrv1/bridgemaintvault/b04006 GIS FO/SD
Meets Standards H Inv. Method
19.6 Latitude DD
34.770056 Longitude DD
-97.307492 ODOT County Number
25 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
4204 x
-10832220.4598105 y
4132676.41339712 |
|||||||||||||||||||||||||||||||||||||
| 04005 | 4206R0451 X | 4005 | — | S. GARNETT RD. | COX CREEK | 4206 0451 X | 3-26ft. I-BM. SPANS | 1933 | 35.87124722 | -97.60601944 | 79.068 | 26.001 | — | 3 | 0 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Posted for load (P) | 11.8 | Serious (3) | Poor (4) | Serious (3) | Serious (3) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 2600 | 2004 | 4 | Unmatched |
|
Raw data
OBJECTID
4203 BRKEY
4005 NBI No.
4005 On Under
1 Structure No.
4206R0451 X Control No.
006 Lane Ind.
Milepoint
04510 Facility Carried
S. GARNETT RD. Feature Intersected
COX CREEK Division
04 County
083 Location
4.5 E KINGFISHER C/L Sufficiency
11.8 Kind Hwy
3 Level Service
1 Route No.
00033 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1933 ADT Total
2600 ADT Year
2004 Design Load
H 15 Skew
0 No. Main Spans
3 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
23.999 Span Type Main
M Material
3 - Steel Design
02 Length
79.068 Deck Width
26.001 Bridge Open Closed
P TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
7 Deck Rating
4 Super Rating
3 Sub Rating
3 Chan. Rating
4 Culv. Rating
N Structure Rating
3 Deck Geometry
2 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
27.007 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4160 Future ADT Year
2024 Bypass Detour
42.874612 School Bus Rte.
3 Posted Weight
223645 Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
04005 ODOT County
42 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-26ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4206 0451 X H Index
57.9513 Latitude
35:52:16.49 Longitude
-97:36:21.67 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
S.H. 33 Scour
3 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
04005 Vault Link
http://plansrv1/bridgemaintvault/b04005 GIS FO/SD
SD H Inv. Method
16.976 Latitude DD
35.87124722 Longitude DD
-97.60601944 ODOT County Number
42 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4203 x
-10865452.3824192 y
4282919.61969973 |
|||||||||||||||||||||||||||||||||||||
| 04003 | 6404 1777 X | 4003 | — | U.S. 271 | CREEK | 6404 1777 X | 61ft. WF-BEAM | 1933 | 34.39131111 | -95.41786111 | 61.001 | 40 | — | 1 | 0 | 2 | 40 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 89 | Satisfactory (6) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 570 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4201 BRKEY
4003 NBI No.
4003 On Under
1 Structure No.
6404 1777 X Control No.
004 Lane Ind.
Milepoint
17770 Facility Carried
U.S. 271 Feature Intersected
CREEK Division
02 County
127 Location
17.77 NE JCT SH-3 Sufficiency
89 Kind Hwy
2 Level Service
1 Route No.
00271 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1933 ADT Total
570 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
1 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
32 Span Type Main
M Material
3 - Steel Design
02 Length
61.001 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.
1 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
6 Deck Geometry
8 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
44.7 HS Inv. Rating Method
1 HS Inv. Method
26.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
912 Future ADT Year
2042 Bypass Detour
60 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
04003 ODOT County
64 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
1.1 Rt. Curb SW
1.1 Description
61ft. WF-BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6404 1777 X H Index
88.4553 Latitude
34:23:28.72 Longitude
-95:25:04.3 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 271 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
012 NBI Text
04003 Vault Link
http://plansrv1/bridgemaintvault/b04003 GIS FO/SD
Meets Standards H Inv. Method
21.4 Latitude DD
34.39131111 Longitude DD
-95.41786111 ODOT County Number
64 Maint. Dist.
2 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4201 x
-10621867.7113485 y
4081467.35673705 |
|||||||||||||||||||||||||||||||||||||
| 03810 | 6512R0255 X | 3810 | — | S.H. 33 | WASHITA RIVER O'FLOW | 6512 0255 X | 12-30ft. I-BEAM SPANS W/ TIMBER PILES | 1932 | 35.67166667 | -99.635 | 359.908 | 23.999 | — | 12 | 0 | 2 | 22.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 46.1 | Poor (4) | Fair (5) | Fair (5) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 750 | 2007 | 4 | Unmatched |
|
Raw data
OBJECTID
4194 BRKEY
3810 NBI No.
3810 On Under
1 Structure No.
6512R0255 X Control No.
012 Lane Ind.
Milepoint
02550 Facility Carried
S.H. 33 Feature Intersected
WASHITA RIVER O'FLOW Division
05 County
129 Location
2.9 MI E JCT U.S. 283 Sufficiency
46.1 Kind Hwy
3 Level Service
1 Route No.
00033 Service Type On
1 Service Type Off
9 Vertical Clearance
_ Horizontal Clearance
22.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1932 ADT Total
750 ADT Year
2007 Design Load
H 20 Skew
0 No. Main Spans
12 Road Width
22.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
25 Span Type Main
M Material
3 - Steel Design
02 Length
359.908 Deck Width
23.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
7 Deck Rating
5 Super Rating
5 Sub Rating
4 Chan. Rating
N Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
50.376 HS Inv. Rating Method
1 HS Inv. Method
30.203 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1200 Future ADT Year
2027 Bypass Detour
39.999898 School Bus Rte.
- Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
M Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
03810 ODOT County
65 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
12-30ft. I-BEAM SPANS W/ TIMBER PILES Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6512 0255 X H Index
45.7027 Latitude
35:40:18 Longitude
-99:38:06 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
S.H. 33 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03810 Vault Link
http://plansrv1/bridgemaintvault/b03810 GIS FO/SD
SD H Inv. Method
18.85 Latitude DD
35.67166667 Longitude DD
-99.635 ODOT County Number
65 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
4194 x
-11091317.4651878 y
4255536.75447142 |
|||||||||||||||||||||||||||||||||||||
| 03808 | 1504R1159 X | 3808 | — | U.S. 75 | MUDDY BOGGY CREEK | 1504R1159 X | 100ft. PONY TRUSS & 7-36ft. I-BM. SPANS,NEW STRUCTURE UNDER CONST. BRF-189(44) | 1932 | 34.74 | -96.265 | 353.018 | 31.001 | — | 1 | 0 | 2 | 27.999 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 44.1 | Poor (4) | Serious (3) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 500 | 1999 | 4 | Unmatched |
|
Raw data
OBJECTID
4192 BRKEY
3808 NBI No.
3808 On Under
1 Structure No.
1504R1159 X Control No.
004 Lane Ind.
Milepoint
11590 Facility Carried
U.S. 75 Feature Intersected
MUDDY BOGGY CREEK Division
03 County
029 Location
11.9 MI N SH3 Sufficiency
44.1 Kind Hwy
2 Level Service
1 Route No.
00075 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
27.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1932 ADT Total
500 ADT Year
1999 Design Load
H 20 Skew
0 No. Main Spans
1 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
36.001 Span Type Main
M Material
3 - Steel Design
10 Length
353.018 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.
9 Deck Rating
3 Super Rating
5 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
4 Deck Geometry
5 Underclearance
N Bridge Posting
3 Waterway Adequacy
3 Approach Alignment
7 HS Operating Rating Method
2 HS Operating Rating
28.77 HS Inv. Rating Method
2 HS Inv. Method
15.873 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
400 Future ADT Year
2017 Bypass Detour
42.253241 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
03808 ODOT County
15 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
100ft. PONY TRUSS & 7-36ft. I-BM. SPANS,NEW STRUCTURE UNDER CONST. BRF-189(44) Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1504R1159 X H Index
100 Latitude
34:44:24 Longitude
-96:15:54 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
U.S. 75 Scour
6 Design Structure
10 - Truss - Thru FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03808 Vault Link
http://plansrv1/bridgemaintvault/b03808 GIS FO/SD
SD H Inv. Method
10.913 Latitude DD
34.74 Longitude DD
-96.265 ODOT County Number
15 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4192 x
-10716170.7812145 y
4128604.07739996 |
|||||||||||||||||||||||||||||||||||||
| 03807 | 3404R1850 X | 3807 | — | U.S. 70 | MUD CREEK O'FLOW | 3404R1850 X | 9-36ft. I-BM. SPANS | 1932 | 34.15833333 | -97.65666667 | 325.131 | 25 | — | 9 | 0 | 2 | 22.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 56.2 | Fair (5) | Good (7) | Fair (5) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 1030 | 1999 | 4 | Unmatched |
|
Raw data
OBJECTID
4191 BRKEY
3807 NBI No.
3807 On Under
1 Structure No.
3404R1850 X Control No.
004 Lane Ind.
Milepoint
18500 Facility Carried
U.S. 70 Feature Intersected
MUD CREEK O'FLOW Division
07 County
067 Location
18.6 MI E JCT US 81 Sufficiency
56.2 Kind Hwy
2 Level Service
1 Route No.
00070 Service Type On
1 Service Type Off
9 Vertical Clearance
_ Horizontal Clearance
22.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1932 ADT Total
1030 ADT Year
1999 Design Load
H 20 Skew
0 No. Main Spans
9 Road Width
22.001 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
33.999 Span Type Main
M Material
3 - Steel Design
02 Length
325.131 Deck Width
25 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
8 Deck Rating
7 Super Rating
5 Sub Rating
7 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
3 Underclearance
N Bridge Posting
0 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
44.974 HS Inv. Rating Method
2 HS Inv. Method
27.007 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
1250 Future ADT Year
2017 Bypass Detour
45.981468 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
03807 ODOT County
34 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
9-36ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
3404R1850 X H Index
88.8972 Latitude
34:09:30 Longitude
-97:39:24 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
U.S. 70 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
15 NBI Text
03807 Vault Link
http://plansrv1/bridgemaintvault/b03807 GIS FO/SD
Meets Standards H Inv. Method
0 Latitude DD
34.15833333 Longitude DD
-97.65666667 ODOT County Number
34 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4191 x
-10871090.4062728 y
4050082.18990094 |
|||||||||||||||||||||||||||||||||||||
| 03806 | 1708R1341 X | 3806 | — | U.S. 277 | WEST CACHE CREEK O'FLOW | 1708R1341 X | 3 SPAN PC BEAM | 1994 | 34.36166667 | -98.445 | 301.837 | 40 | — | 3 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 88.1 | Satisfactory (6) | Satisfactory (6) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 800 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
4190 BRKEY
3806 NBI No.
3806 On Under
1 Structure No.
1708R1341 X Control No.
008 Lane Ind.
Milepoint
13410 Facility Carried
U.S. 277 Feature Intersected
WEST CACHE CREEK O'FLOW Division
07 County
033 Location
.5 MI E JCT SH 5 & US 277 Sufficiency
88.1 Kind Hwy
2 Level Service
1 Route No.
00277 Service Type On
1 Service Type Off
9 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1994 ADT Total
800 ADT Year
1999 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
301.837 Deck Width
40 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
9 Deck Rating
6 Super Rating
8 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
6 Deck Geometry
8 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
24.802 HS Inv. Rating Method
1 HS Inv. Method
24.802 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
800 Future ADT Year
2017 Bypass Detour
24.854848 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
03806 ODOT County
17 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
9 DK Protect.
9 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3 SPAN PC BEAM Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1708R1341 X H Index
100 Latitude
34:21:42 Longitude
-98:26:42 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
U.S. 277 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
27-17 NBI Text
03806 Vault Link
http://plansrv1/bridgemaintvault/b03806 GIS FO/SD
Meets Standards H Inv. Method
19.842 Latitude DD
34.36166667 Longitude DD
-98.445 ODOT County Number
17 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4190 x
-10958847.2711438 y
4077469.0251379 |
|||||||||||||||||||||||||||||||||||||
| 04002 | 7114R1690 X | 4002 | — | S.H. 5 | CREEK | 7114R1690 X | 60ft. I-BM. SPAN | 1933 | 34.39106944 | -98.72034722 | 61.024 | 26.001 | — | 1 | 0 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 60.3 | Satisfactory (6) | Fair (5) | Very good (8) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1260 | 1999 | 4 | Unmatched |
|
Raw data
OBJECTID
4182 BRKEY
4002 NBI No.
4002 On Under
1 Structure No.
7114R1690 X Control No.
014 Lane Ind.
Milepoint
16900 Facility Carried
S.H. 5 Feature Intersected
CREEK Division
05 County
141 Location
5 MI W COTTON C/L Sufficiency
60.3 Kind Hwy
3 Level Service
1 Route No.
00005 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
23.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1933 ADT Total
1260 ADT Year
1999 Design Load
H 20 Skew
0 No. Main Spans
1 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
32.001 Span Type Main
M Material
3 - Steel Design
02 Length
61.024 Deck Width
26.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
9 Deck Rating
5 Super Rating
8 Sub Rating
6 Chan. Rating
7 Culv. Rating
N Structure Rating
6 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
0 HS Operating Rating Method
2 HS Operating Rating
24.802 HS Inv. Rating Method
2 HS Inv. Method
24.802 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
1000 Future ADT Year
2017 Bypass Detour
29.825817 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
04002 ODOT County
71 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
60ft. I-BM. SPAN Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
7114R1690 X H Index
100 Latitude
34:23:27.85 Longitude
-98:43:13.25 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 5 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
UC2-3-98 NBI Text
04002 Vault Link
http://plansrv1/bridgemaintvault/b04002 GIS FO/SD
Meets Standards H Inv. Method
19.842 Latitude DD
34.39106944 Longitude DD
-98.72034722 ODOT County Number
71 Maint. Dist.
5 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4182 x
-10989498.7834656 y
4081434.75546499 |
|||||||||||||||||||||||||||||||||||||
| 04001 | 2704R1573 X | 4001 | — | U.S. 60 | BOGGEY CREEK | 2704 1573 X | 60ft. I-BM. SPAN W/ PARAPET RETRO-FIT TRAFFIC RAILS | 1933 | 36.69500833 | -97.538075 | 61.168 | 27.001 | — | 1 | 0 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, temporary shoring (E) | 44 | Poor (4) | Serious (3) | Fair (5) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 1400 | 2012 | 4 | Unmatched |
|
Raw data
OBJECTID
4181 BRKEY
4001 NBI No.
4001 On Under
1 Structure No.
2704R1573 X Control No.
004 Lane Ind.
Milepoint
15730 Facility Carried
U.S. 60 Feature Intersected
BOGGEY CREEK Division
04 County
053 Location
4.2 MI W KAY C/L Sufficiency
44 Kind Hwy
2 Level Service
1 Route No.
00060 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1933 ADT Total
1400 ADT Year
2012 Design Load
H 20 Skew
0 No. Main Spans
1 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
23.999 Span Type Main
M Material
3 - Steel Design
02 Length
61.168 Deck Width
27.001 Bridge Open Closed
E TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
3 Super Rating
5 Sub Rating
4 Chan. Rating
6 Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
36.8 HS Inv. Rating Method
1 HS Inv. Method
22.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2240 Future ADT Year
2032 Bypass Detour
27.961703 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
04001 ODOT County
27 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
60ft. I-BM. SPAN W/ PARAPET RETRO-FIT TRAFFIC RAILS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
2704 1573 X H Index
0.0026 Latitude
36:41:42.03 Longitude
-97:32:17.07 I257A
1 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 60 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
27041573 NBI Text
04001 Vault Link
http://plansrv1/bridgemaintvault/b04001 GIS FO/SD
SD H Inv. Method
17.6 Latitude DD
36.69500833 Longitude DD
-97.538075 ODOT County Number
27 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4181 x
-10857888.8419561 y
4396679.71752134 |
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| 04000 | 1112R1390 X | 4000 | — | S.H. 51 | PECAN CREEK | 1112 1390 X | 60ft. I-BM. SPAN | 1933 | 35.91907778 | -95.04370556 | 62.008 | 23.999 | — | 1 | 0 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 42.5 | Fair (5) | Satisfactory (6) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 6000 | 2016 | 4 | Unmatched |
|
Raw data
OBJECTID
4180 BRKEY
4000 NBI No.
4000 On Under
1 Structure No.
1112R1390 X Control No.
012 Lane Ind.
Milepoint
13900 Facility Carried
S.H. 51 Feature Intersected
PECAN CREEK Division
01 County
021 Location
14.1 MI E WAGONER C/L Sufficiency
42.5 Kind Hwy
3 Level Service
1 Route No.
00051 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
02 - Principal Arterial Other (Rural) Year Built
1933 ADT Total
6000 ADT Year
2016 Design Load
H 20 Skew
0 No. Main Spans
1 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
23.999 Span Type Main
M Material
3 - Steel Design
02 Length
62.008 Deck Width
23.999 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
6 Super Rating
6 Sub Rating
5 Chan. Rating
7 Culv. Rating
N Structure Rating
5 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
38.55 HS Inv. Rating Method
1 HS Inv. Method
23.13 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
9600 Future ADT Year
2036 Bypass Detour
39.146385 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
04000 ODOT County
11 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
60ft. I-BM. SPAN Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1112 1390 X H Index
79.5006 Latitude
35:55:08.68 Longitude
-95:02:37.34 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 51 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
0 NBI Text
04000 Vault Link
http://plansrv1/bridgemaintvault/b04000 GIS FO/SD
Meets Standards H Inv. Method
18.45 Latitude DD
35.91907778 Longitude DD
-95.04370556 ODOT County Number
11 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
4180 x
-10580216.906045 y
4289492.30467721 |
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| 03999 | 4130R1288 X | 3999 | — | S.H. 99 | CREEK | 4130 1288 X | 60ft. I-BM SPAN | 1933 | 35.93640833 | -96.66001389 | 61.024 | 26.903 | — | 1 | 0 | 2 | 23.95 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 65 | Satisfactory (6) | Fair (5) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1900 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4179 BRKEY
3999 NBI No.
3999 On Under
1 Structure No.
4130R1288 X Control No.
030 Lane Ind.
Milepoint
12880 Facility Carried
S.H. 99 Feature Intersected
CREEK Division
03 County
081 Location
13 MI N JCT SH 66 Sufficiency
65 Kind Hwy
3 Level Service
1 Route No.
00099 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
1933 ADT Total
1900 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
1 Road Width
23.95 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
23.999 Span Type Main
M Material
3 - Steel Design
02 Length
61.024 Deck Width
26.903 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
6 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
46 HS Inv. Rating Method
1 HS Inv. Method
28 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3040 Future ADT Year
2042 Bypass Detour
39.146385 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
5 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
03999 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
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
60ft. I-BM SPAN Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4130 1288 X H Index
86.0661 Latitude
35:56:11.07 Longitude
-96:39:36.05 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 99 Scour
7 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03999 Vault Link
http://plansrv1/bridgemaintvault/b03999 GIS FO/SD
Meets Standards H Inv. Method
22 Latitude DD
35.93640833 Longitude DD
-96.66001389 ODOT County Number
41 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4179 x
-10760143.5263055 y
4291874.78058081 |