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 | |||||||||||||||||||||||||||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 02105 | 6916R1124 X | 2105 | — | S.H. 53 | MUD CREEK O'FLOW | 6916 1124 X | 3-26ft. I-BM. SPANS | 1928 | 34.3474 | -97.780089 | 79.101 | 22.999 | — | 3 | 0 | 2 | 22.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 68.6 | Fair (5) | Good (7) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 600 | 2018 | 4 | Unmatched |
|
Raw data
OBJECTID
1553 BRKEY
2105 NBI No.
2105 On Under
1 Structure No.
6916R1124 X Control No.
016 Lane Ind.
Milepoint
11240 Facility Carried
S.H. 53 Feature Intersected
MUD CREEK O'FLOW Division
07 County
137 Location
11.3 MI E JCT US 81 Sufficiency
68.6 Kind Hwy
3 Level Service
1 Route No.
00053 Service Type On
1 Service Type Off
9 Vertical Clearance
N Horizontal Clearance
22.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1928 ADT Total
600 ADT Year
2018 Design Load
H 15 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
79.101 Deck Width
22.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
6 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
N Bridge Posting
4 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
51 HS Inv. Rating Method
1 HS Inv. Method
30.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
960 Future ADT Year
2038 Bypass Detour
24.2 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
-1 Min Measured Clearance
-1 NBI Rating
02105 ODOT County
69 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-26ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6916 1124 X H Index
97.4172 Latitude
34:20:50.64 Longitude
-97:46:48.32 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 53 Scour
5 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
39 NBI Text
02105 Vault Link
http://plansrv1/bridgemaintvault/b02105 GIS FO/SD
Meets Standards H Inv. Method
17.2 Latitude DD
34.3474 Longitude DD
-97.780089 ODOT County Number
69 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
1553 x
-10884829.717201 y
4075545.29404768 |
|||||||||||||||||||||||||||||||||||||
| 02104 | 0912R0971 X | 2104 | — | U.S. 81 | CREEK | 0912R0971 X | 71ft. I-BM. SPAN WITH 2-18ft. SAFETY CURBS | 1928 | 35.67321667 | -97.95908333 | 73.163 | 31.001 | — | 1 | 0 | 2 | 27.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 23 | Serious (3) | Fair (5) | Serious (3) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 3100 | 2004 | 4 | Unmatched |
|
Raw data
OBJECTID
1552 BRKEY
2104 NBI No.
2104 On Under
1 Structure No.
0912R0971 X Control No.
012 Lane Ind.
Milepoint
09710 Facility Carried
U.S. 81 Feature Intersected
CREEK Division
04 County
017 Location
1.6 MI. S. JCT. SH3 Sufficiency
23 Kind Hwy
2 Level Service
1 Route No.
00081 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
27.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1928 ADT Total
3100 ADT Year
2004 Design Load
HS 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
32.001 Span Type Main
M Material
3 - Steel Design
02 Length
73.163 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
5 Super Rating
3 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
3 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
85.98 HS Inv. Rating Method
1 HS Inv. Method
51.588 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4960 Future ADT Year
2024 Bypass Detour
34.796787 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
02104 ODOT County
09 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
71ft. I-BM. SPAN WITH 2-18ft. SAFETY CURBS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
0912R0971 X H Index
54.1745 Latitude
35:40:23.58 Longitude
-97:57:32.7 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
U.S. 81 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
02104 Vault Link
http://plansrv1/bridgemaintvault/b02104 GIS FO/SD
SD H Inv. Method
39.353 Latitude DD
35.67321667 Longitude DD
-97.95908333 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
1552 x
-10904755.2748714 y
4255749.15333213 |
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| 02103 | 0534 0722 X | 2103 | — | S.H. 152 | CREEK | 0534 0722 X | 3-26ft. STEEL I-BEAM SPANS | 1928 | 35.29125556 | -99.37764444 | 79.068 | 45.699 | — | 3 | 0 | 2 | 42.7 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 88.9 | Satisfactory (6) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1500 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
1551 BRKEY
2103 NBI No.
2103 On Under
1 Structure No.
0534 0722 X Control No.
034 Lane Ind.
Milepoint
07220 Facility Carried
S.H. 152 Feature Intersected
CREEK Division
05 County
009 Location
1.2 MI E JCT S.H. 6 Sufficiency
88.9 Kind Hwy
3 Level Service
1 Route No.
00152 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
42.7 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1928 ADT Total
1500 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
42.7 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
31.001 Span Type Main
M Material
3 - Steel Design
02 Length
79.068 Deck Width
45.699 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
6 Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
45 HS Inv. Rating Method
1 HS Inv. Method
27 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2400 Future ADT Year
2042 Bypass Detour
31.068559 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
02103 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
3-26ft. STEEL I-BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0534 0722 X H Index
95.6309 Latitude
35:17:28.52 Longitude
-99:22:39.52 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 152 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
02103 Vault Link
http://plansrv1/bridgemaintvault/b02103 GIS FO/SD
Meets Standards H Inv. Method
15 Latitude DD
35.29125556 Longitude DD
-99.37764444 ODOT County Number
5 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
1551 x
-11062668.7752958 y
4203532.3917169 |
|||||||||||||||||||||||||||||||||||||
| 02102 | 1014R0333 X | 2102 | — | S.H. 53 | WALNUT CREEK | 1014 0333 X | 3-26ft. I-BM. SPANS SK.45 DEG. | 1928 | 34.30333333 | -97.50833333 | 79.068 | 22.999 | — | 3 | 45 | 2 | 20 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 70.4 | Satisfactory (6) | Good (7) | Satisfactory (6) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 530 | 2004 | 4 | Unmatched |
|
Raw data
OBJECTID
1550 BRKEY
2102 NBI No.
2102 On Under
1 Structure No.
1014R0333 X Control No.
014 Lane Ind.
Milepoint
03330 Facility Carried
S.H. 53 Feature Intersected
WALNUT CREEK Division
07 County
019 Location
3.3 E STEPHENS C/L Sufficiency
70.4 Kind Hwy
3 Level Service
1 Route No.
00053 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
20 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
1928 ADT Total
530 ADT Year
2004 Design Load
H 15 Skew
45 No. Main Spans
3 Road Width
20 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
36.001 Span Type Main
M Material
3 - Steel Design
02 Length
79.068 Deck Width
22.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
6 Sub Rating
7 Chan. Rating
4 Culv. Rating
N Structure Rating
6 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
3 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
48.171 HS Inv. Rating Method
1 HS Inv. Method
28.881 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
848 Future ADT Year
2024 Bypass Detour
26.09759 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
02102 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
3-26ft. I-BM. SPANS SK.45 DEG. Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1014 0333 X H Index
87.9587 Latitude
34:18:12 Longitude
-97:30:30 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 53 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
34 NBI Text
02102 Vault Link
http://plansrv1/bridgemaintvault/b02102 GIS FO/SD
Meets Standards H Inv. Method
16.204 Latitude DD
34.30333333 Longitude DD
-97.50833333 ODOT County Number
10 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
1550 x
-10854578.0143964 y
4069605.3690171 |
|||||||||||||||||||||||||||||||||||||
| 02101 | 2614R0146 X | 2101 | — | U.S. 277 | MIDDLE BILL CREEK | 2614R0146 X | 3-26ft. I-BM. SPANS | 1928 | 34.935 | -98.07 | 79.068 | 22.999 | — | 3 | 0 | 2 | 20 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 58.1 | Satisfactory (6) | Fair (5) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 2200 | 1999 | 4 | Unmatched |
|
Raw data
OBJECTID
1549 BRKEY
2101 NBI No.
2101 On Under
1 Structure No.
2614R0146 X Control No.
014 Lane Ind.
Milepoint
01460 Facility Carried
U.S. 277 Feature Intersected
MIDDLE BILL CREEK Division
07 County
051 Location
1.4 MI E CADDO CO Sufficiency
58.1 Kind Hwy
2 Level Service
1 Route No.
00277 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
20 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1928 ADT Total
2200 ADT Year
1999 Design Load
H 15 Skew
0 No. Main Spans
3 Road Width
20 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
79.068 Deck Width
22.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
9 Deck Rating
5 Super Rating
6 Sub Rating
6 Chan. Rating
7 Culv. Rating
N Structure Rating
6 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
24.802 HS Inv. Rating Method
2 HS Inv. Method
24.802 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
2200 Future ADT Year
2017 Bypass Detour
44.738726 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
02101 ODOT County
26 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
3-26ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
2614R0146 X H Index
100 Latitude
34:56:06 Longitude
-98:04:12 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
U.S. 277 Scour
6 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
45-26 NBI Text
02101 Vault Link
http://plansrv1/bridgemaintvault/b02101 GIS FO/SD
Meets Standards H Inv. Method
15.873 Latitude DD
34.935 Longitude DD
-98.07 ODOT County Number
26 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
1549 x
-10917102.4620963 y
4155051.4083385 |
|||||||||||||||||||||||||||||||||||||
| 02010 | 4102 0613 X | 2010 | — | U.S. 62 | CREEK | 4102 0613 X | 2-10ft.X5ft.X30ft. RC BOX | 1928 | 35.50700833 | -97.03940833 | 22.966 | 23.999 | — | 2 | 0 | 2 | 23.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 76 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 2100 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
1548 BRKEY
2010 NBI No.
2010 On Under
1 Structure No.
4102 0613 X Control No.
002 Lane Ind.
Milepoint
06130 Facility Carried
U.S. 62 Feature Intersected
CREEK Division
03 County
081 Location
6.3 MI E OK C/L Sufficiency
76 Kind Hwy
2 Level Service
1 Route No.
00062 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
1928 ADT Total
2100 ADT Year
2022 Design Load
HS 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
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
7 Structure Rating
7 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60.5 HS Inv. Rating Method
1 HS Inv. Method
36.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3360 Future ADT Year
2042 Bypass Detour
24.233476 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
02010 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.X5ft.X30ft. RC BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4102 0613 X H Index
98.02 Latitude
35:30:25.23 Longitude
-97:02:21.87 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 62 Scour
5 Design Structure
19 - Culvert FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
02010 Vault Link
http://plansrv1/bridgemaintvault/b02010 GIS FO/SD
FO H Inv. Method
20.2 Latitude DD
35.50700833 Longitude DD
-97.03940833 ODOT County Number
41 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
1548 x
-10802377.5221761 y
4232996.80030972 |
|||||||||||||||||||||||||||||||||||||
| 02009 | 5902R0594 X | 2009 | — | U.S. 64 | CREEK | 5902R0594 X | 2-10ft.X 10ft.X 58ft. R.C. BOX | 1928 | 36.33 | -96.82166667 | 22.966 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 92.1 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 1840 | 1999 | 4 | Unmatched |
|
Raw data
OBJECTID
1547 BRKEY
2009 NBI No.
2009 On Under
1 Structure No.
5902R0594 X Control No.
002 Lane Ind.
Milepoint
05940 Facility Carried
U.S. 64 Feature Intersected
CREEK Division
08 County
117 Location
6 MI E NOBLE C/L Sufficiency
92.1 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
57.999 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
1928 ADT Total
1840 ADT Year
1999 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
2 Fill RCB
10 Appr. Roadway Width
30 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
9 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
8 Structure Rating
8 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
9 HS Operating Rating Method
2 HS Operating Rating
48.612 HS Inv. Rating Method
2 HS Inv. Method
48.612 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
2000 Future ADT Year
2017 Bypass Detour
34.796787 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
02009 ODOT County
59 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 10ft.X 58ft. R.C. BOX Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5902R0594 X H Index
100 Latitude
36:19:48 Longitude
-96:49:18 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ 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
02009 Vault Link
http://plansrv1/bridgemaintvault/b02009 GIS FO/SD
Meets Standards H Inv. Method
35.715 Latitude DD
36.33 Longitude DD
-96.82166667 ODOT County Number
59 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
1547 x
-10778138.6314605 y
4346124.38711987 |
|||||||||||||||||||||||||||||||||||||
| 02008 | 0912 0581 X | 2008 | — | U.S. 81 | CREEK | 0912 0581 X | 2-10ft. X 10ft. X 174ft. R.C. BOX | 1928 | 35.61626667 | -97.95890556 | 21.201 | 0 | — | 2 | 10 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 90 | 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 | 3000 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
1546 BRKEY
2008 NBI No.
2008 On Under
1 Structure No.
0912 0581 X Control No.
012 Lane Ind.
Milepoint
05810 Facility Carried
U.S. 81 Feature Intersected
CREEK Division
04 County
017 Location
6.0 MI. N. JCT. SH 66 Sufficiency
90 Kind Hwy
2 Level Service
1 Route No.
00081 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
99.9 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
1928 ADT Total
3000 ADT Year
2022 Design Load
H 20 Skew
10 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
5 Appr. Roadway Width
62.001 Span Type Main
M Material
1 - Concrete Design
19 Length
21.201 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.053 HS Inv. Rating Method
1 HS Inv. Method
36.046 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4800 Future ADT Year
2042 Bypass Detour
34.796787 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
02008 ODOT County
09 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft. X 10ft. X 174ft. R.C. BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0912 0581 X H Index
98.1167 Latitude
35:36:58.56 Longitude
-97:57:32.06 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 81 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
NBI Text
02008 Vault Link
http://plansrv1/bridgemaintvault/b02008 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
35.61626667 Longitude DD
-97.95890556 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
1546 x
-10904735.4856056 y
4247947.91392152 |
|||||||||||||||||||||||||||||||||||||
| 02007 | 7608 0546 X | 2007 | — | U.S. 64 | CREEK | 7608 0546 X | 3-6X4X88ft. RCB | 1928 | 36.79725 | -98.55026667 | 20.013 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 95.3 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 2100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
1545 BRKEY
2007 NBI No.
2007 On Under
1 Structure No.
7608 0546 X Control No.
008 Lane Ind.
Milepoint
05460 Facility Carried
U.S. 64 Feature Intersected
CREEK Division
06 County
151 Location
0.5 MI W ALFALFA CO Sufficiency
95.3 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
87.999 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
1928 ADT Total
2100 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
38.999 Span Type Main
M Material
1 - Concrete Design
19 Length
20.013 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
8 Structure Rating
8 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.053 HS Inv. Rating Method
2 HS Inv. Method
36.046 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
3360 Future ADT Year
2042 Bypass Detour
29.204446 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
nr Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
02007 ODOT County
76 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
3-6X4X88ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7608 0546 X H Index
99.8145 Latitude
36:47:50.1 Longitude
-98:33:00.96 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 64 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
02007 Vault Link
http://plansrv1/bridgemaintvault/b02007 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
36.79725 Longitude DD
-98.55026667 ODOT County Number
76 Maint. Dist.
6 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
1545 x
-10970565.5032457 y
4410883.60589058 |
|||||||||||||||||||||||||||||||||||||
| 02006 | 0912R0539 X | 2006 | — | U.S. 81 | CREEK | 0912R0539 X | 2-10ft.X 7ft.X 44ft. R.C.BOX | 1928 | 35.61013056 | -97.95881667 | 22.966 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 86.8 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 3100 | 2004 | 4 | Unmatched |
|
Raw data
OBJECTID
1544 BRKEY
2006 NBI No.
2006 On Under
1 Structure No.
0912R0539 X Control No.
012 Lane Ind.
Milepoint
05390 Facility Carried
U.S. 81 Feature Intersected
CREEK Division
04 County
017 Location
5.5 MI. N. JCT. SH 66 Sufficiency
86.8 Kind Hwy
2 Level Service
1 Route No.
00081 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
43.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1928 ADT Total
3100 ADT Year
2004 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
2 Fill RCB
06 Appr. Roadway Width
32.001 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
9 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
8 Structure Rating
8 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.053 HS Inv. Rating Method
2 HS Inv. Method
36.046 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
4960 Future ADT Year
2024 Bypass Detour
34.796787 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
02006 ODOT County
09 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 7ft.X 44ft. R.C.BOX Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
0912R0539 X H Index
100 Latitude
35:36:36.47 Longitude
-97:57:31.74 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
U.S. 81 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
02006 Vault Link
http://plansrv1/bridgemaintvault/b02006 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
35.61013056 Longitude DD
-97.95881667 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
1544 x
-10904725.590416 y
4247107.69661618 |
|||||||||||||||||||||||||||||||||||||
| 02005 | 5204R0493 X | 2005 | — | U.S. 64 | CREEK | 5204 0493 X | 2-10ft. X 6ft. X 30ft. R.C. BOX | 1928 | 36.28968889 | -97.19794722 | 20.965 | 32.001 | — | 2 | 0 | 2 | 30 | 1 - Concrete | Culvert (19) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 36.3 | Serious (3) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Serious (3) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 3300 | 2011 | 5 | Unmatched |
|
Raw data
OBJECTID
1543 BRKEY
2005 NBI No.
2005 On Under
1 Structure No.
5204R0493 X Control No.
004 Lane Ind.
Milepoint
04930 Facility Carried
U.S. 64 Feature Intersected
CREEK Division
04 County
103 Location
5.1 MI E JCT US77 Sufficiency
36.3 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
06 - Minor Arterial (Rural) Year Built
1928 ADT Total
3300 ADT Year
2011 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
02 Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
20.965 Deck Width
32.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
4 Culv. Rating
3 Structure Rating
3 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.053 HS Inv. Rating Method
2 HS Inv. Method
36.046 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
5280 Future ADT Year
2031 Bypass Detour
3.106856 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
02005 ODOT County
52 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft. X 6ft. X 30ft. R.C. BOX Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5204 0493 X H Index
63.7363 Latitude
36:17:22.88 Longitude
-97:11:52.61 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 64 Scour
3 Design Structure
19 - Culvert FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
02005 Vault Link
http://plansrv1/bridgemaintvault/b02005 GIS FO/SD
SD H Inv. Method
19.952 Latitude DD
36.28968889 Longitude DD
-97.19794722 ODOT County Number
52 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
1543 x
-10820025.9906819 y
4340555.67953542 |
|||||||||||||||||||||||||||||||||||||
| 01914 | 4304R0684 X | 1914 | — | U.S. 77 | S. BRANCH HICKORY CREEK | 4304 0684 X | 3-34ft. I-BEAM SPANS | 1927 | 34.03465 | -97.14332778 | 103.018 | 31.001 | — | 3 | 0 | 2 | 27.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Closed (K) | 4.5 | Failed (0) | Failed (0) | Failed (0) | Failed (0) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 2600 | 2010 | 4 | Unmatched |
|
Raw data
OBJECTID
1542 BRKEY
1914 NBI No.
1914 On Under
1 Structure No.
4304R0684 X Control No.
004 Lane Ind.
Milepoint
06840 Facility Carried
U.S. 77 Feature Intersected
S. BRANCH HICKORY CREEK Division
07 County
085 Location
6.7 MI N JCT W SH32 Sufficiency
4.5 Kind Hwy
2 Level Service
1 Route No.
00077 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
27.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1927 ADT Total
2600 ADT Year
2010 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
27.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
43.999 Span Type Main
M Material
3 - Steel Design
02 Length
103.018 Deck Width
31.001 Bridge Open Closed
K TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
0 Super Rating
0 Sub Rating
0 Chan. Rating
0 Culv. Rating
N Structure Rating
0 Deck Geometry
4 Underclearance
N Bridge Posting
0 Waterway Adequacy
0 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
0 HS Inv. Rating Method
1 HS Inv. Method
0 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4160 Future ADT Year
2030 Bypass Detour
6.835083 School Bus Rte.
3 Posted Weight
CLOSED 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
01914 ODOT County
43 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
3-34ft. I-BEAM SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4304 0684 X H Index
78.8784 Latitude
34:02:04.74 Longitude
-97:08:35.98 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 77 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
006 NBI Text
01914 Vault Link
http://plansrv1/bridgemaintvault/b01914 GIS FO/SD
Meets Standards H Inv. Method
0 Latitude DD
34.03465 Longitude DD
-97.14332778 ODOT County Number
43 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
1542 x
-10813945.7824337 y
4033455.62404 |
|||||||||||||||||||||||||||||||||||||
| 01913 | 1605R0040 X | 1913 | — | U.S. 62 | CREEK | 1605R0040 X | 3-34ft. I-BM. SPANS | 1927 | 34.73503889 | -98.39565556 | 103.018 | 31.001 | — | 3 | 0 | 2 | 27.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 39.2 | Fair (5) | Satisfactory (6) | Fair (5) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 4370 | 1999 | 4 | Unmatched |
|
Raw data
OBJECTID
1541 BRKEY
1913 NBI No.
1913 On Under
1 Structure No.
1605R0040 X Control No.
005 Lane Ind.
Milepoint
00400 Facility Carried
U.S. 62 Feature Intersected
CREEK Division
07 County
031 Location
1.8 MI. N. JCT. SH49 Sufficiency
39.2 Kind Hwy
2 Level Service
1 Route No.
00062 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
1927 ADT Total
4370 ADT Year
1999 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
27.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
47.999 Span Type Main
M Material
3 - Steel Design
02 Length
103.018 Deck Width
31.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
9 Deck Rating
6 Super Rating
5 Sub Rating
7 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
24.802 HS Inv. Rating Method
2 HS Inv. Method
19.842 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
4600 Future ADT Year
2017 Bypass Detour
36.039529 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
01913 ODOT County
16 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
3-34ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1605R0040 X H Index
100 Latitude
34:44:06.14 Longitude
-98:23:44.36 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
U.S. 62 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
33-16 NBI Text
01913 Vault Link
http://plansrv1/bridgemaintvault/b01913 GIS FO/SD
Meets Standards H Inv. Method
19.842 Latitude DD
34.73503889 Longitude DD
-98.39565556 ODOT County Number
16 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
1541 x
-10953354.2732095 y
4127932.03106806 |
|||||||||||||||||||||||||||||||||||||
| 01912 | 0544R0020NX | 1912 | — | I-40 BUS. | LITTLE TURKEY CREEK | 0544 0020NX | 3-34ft. I-BEAM SPANS | 1927 | 35.2143 | -99.906033 | 103.018 | 23.002 | — | 3 | 0 | 2 | 20 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 72.1 | 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) | A | 50 | 2018 | 4 | Unmatched |
|
Raw data
OBJECTID
1540 BRKEY
1912 NBI No.
1912 On Under
1 Structure No.
0544R0020NX Control No.
044 Lane Ind.
N Milepoint
00200 Facility Carried
I-40 BUS. Feature Intersected
LITTLE TURKEY CREEK Division
05 County
009 Location
0.2 MI. W. JCT. S.H.30 S. Sufficiency
72.1 Kind Hwy
3 Level Service
6 Route No.
0040B Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
20 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1927 ADT Total
50 ADT Year
2018 Design Load
H 15 Skew
0 No. Main Spans
3 Road Width
20 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
20 Span Type Main
M Material
3 - Steel Design
02 Length
103.018 Deck Width
23.002 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
7 Deck Rating
6 Super Rating
5 Sub Rating
5 Chan. Rating
8 Culv. Rating
N Structure Rating
5 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
41.7 HS Inv. Rating Method
1 HS Inv. Method
25 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
80 Future ADT Year
2038 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
01912 ODOT County
05 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
3-34ft. I-BEAM SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
0544 0020NX H Index
92.6341 Latitude
35:12:51.48 Longitude
-99:54:21.72 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
I-40 BUS. Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
6 - Business Historical Significance
4 Local Bridge ID
W NBI Text
01912 Vault Link
http://plansrv1/bridgemaintvault/b01912 GIS FO/SD
FO H Inv. Method
16.4 Latitude DD
35.2143 Longitude DD
-99.906033 ODOT County Number
5 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
1540 x
-11121488.720736 y
4193041.92802716 |
|||||||||||||||||||||||||||||||||||||
| 01911 | 3616R2203 X | 1911 | — | U.S. 177 | CREEK | 3616R2203 X | 4-22ft. CONC. SLAB SPA | 1927 | 36.97217222 | -97.39068889 | 89.895 | 22.999 | — | 4 | 0 | 2 | 20 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 33.6 | Poor (4) | Critical (2) | Poor (4) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 720 | 2001 | 4 | Unmatched |
|
Raw data
OBJECTID
1539 BRKEY
1911 NBI No.
1911 On Under
1 Structure No.
3616R2203 X Control No.
016 Lane Ind.
Milepoint
22030 Facility Carried
U.S. 177 Feature Intersected
CREEK Division
04 County
071 Location
22.9 MI N JCT US 60 Sufficiency
33.6 Kind Hwy
2 Level Service
1 Route No.
00177 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
19.685 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
1927 ADT Total
720 ADT Year
2001 Design Load
H 15 Skew
0 No. Main Spans
4 Road Width
20 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
1 - Concrete Design
01 Length
89.895 Deck Width
22.999 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
2 Super Rating
4 Sub Rating
4 Chan. Rating
5 Culv. Rating
N Structure Rating
4 Deck Geometry
3 Underclearance
N Bridge Posting
4 Waterway Adequacy
5 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
23.038 HS Inv. Rating Method
2 HS Inv. Method
22.377 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
500 Future ADT Year
2018 Bypass Detour
3.106856 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
01911 ODOT County
36 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
4-22ft. CONC. SLAB SPA Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
3616R2203 X H Index
100 Latitude
36:58:19.82 Longitude
-97:23:26.48 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
U.S. 177 Scour
8 Design Structure
1 - Slab FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
01911 Vault Link
http://plansrv1/bridgemaintvault/b01911 GIS FO/SD
SD H Inv. Method
11.905 Latitude DD
36.97217222 Longitude DD
-97.39068889 ODOT County Number
36 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
1539 x
-10841481.8952409 y
4435228.66307268 |
|||||||||||||||||||||||||||||||||||||
| 01910 | 3616R1832 X | 1910 | — | U.S. 177 | EAST BRANCH DRY CREEK | 3616 1832 X | 4-22ft. CONC. SLAB SPANS W/ PARAPET RAILS | 1927 | 36.93931111 | -97.34104167 | 90.499 | 22.999 | — | 4 | 0 | 2 | 20 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Posted for load (P) | 4 | Serious (3) | Poor (4) | Poor (4) | Serious (3) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 920 | 2008 | 4 | Unmatched |
|
Raw data
OBJECTID
1538 BRKEY
1910 NBI No.
1910 On Under
1 Structure No.
3616R1832 X Control No.
016 Lane Ind.
Milepoint
18320 Facility Carried
U.S. 177 Feature Intersected
EAST BRANCH DRY CREEK Division
04 County
071 Location
9.3 MI N JCT SH 11 Sufficiency
4 Kind Hwy
2 Level Service
1 Route No.
00177 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
20 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1927 ADT Total
920 ADT Year
2008 Design Load
H 15 Skew
0 No. Main Spans
4 Road Width
20 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
01 Length
90.499 Deck Width
22.999 Bridge Open Closed
P TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
4 Super Rating
4 Sub Rating
3 Chan. Rating
6 Culv. Rating
N Structure Rating
3 Deck Geometry
3 Underclearance
N Bridge Posting
2 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
30.865 HS Inv. Rating Method
1 HS Inv. Method
18.409 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1472 Future ADT Year
2028 Bypass Detour
14.291537 School Bus Rte.
3 Posted Weight
173045 Posted Speed Limit
50 Narrow or 1 Lane
Y Advanced Warning Sign
N Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
01910 ODOT County
36 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
4-22ft. CONC. SLAB SPANS W/ PARAPET RAILS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
3616 1832 X H Index
62.0342 Latitude
36:56:21.52 Longitude
-97:20:27.75 I257A
_ I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 177 Scour
8 Design Structure
1 - Slab FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
01910 Vault Link
http://plansrv1/bridgemaintvault/b01910 GIS FO/SD
SD H Inv. Method
10.251 Latitude DD
36.93931111 Longitude DD
-97.34104167 ODOT County Number
36 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
1538 x
-10835955.1919912 y
4430650.91126334 |
|||||||||||||||||||||||||||||||||||||
| 01909 | 6916R1430 X | 1909 | — | S.H. 53 | PINE CREEK O'FLOW | 6916 1430 X | 4-22.5ft. CONC. SLAB SPANS | 1927 | 34.347353 | -97.726514 | 89.902 | 22.999 | — | 4 | 0 | 2 | 22.001 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 66.5 | Fair (5) | Good (7) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 490 | 2019 | 4 | Unmatched |
|
Raw data
OBJECTID
1537 BRKEY
1909 NBI No.
1909 On Under
1 Structure No.
6916R1430 X Control No.
016 Lane Ind.
Milepoint
14300 Facility Carried
S.H. 53 Feature Intersected
PINE CREEK O'FLOW Division
07 County
137 Location
8.6 MI W JCT SH 89 Sufficiency
66.5 Kind Hwy
3 Level Service
1 Route No.
00053 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
1927 ADT Total
490 ADT Year
2019 Design Load
H 20 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
Appr. Roadway Width
22.001 Span Type Main
M Material
1 - Concrete Design
01 Length
89.902 Deck Width
22.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
6 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
47.44 HS Inv. Rating Method
1 HS Inv. Method
28.41 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
784 Future ADT Year
2039 Bypass Detour
24.2 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
01909 ODOT County
69 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
4-22.5ft. CONC. SLAB SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6916 1430 X H Index
98.2932 Latitude
34:20:50.47 Longitude
-97:43:35.45 I257A
1 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 53 Scour
5 Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
41 NBI Text
01909 Vault Link
http://plansrv1/bridgemaintvault/b01909 GIS FO/SD
Meets Standards H Inv. Method
15.78 Latitude DD
34.347353 Longitude DD
-97.726514 ODOT County Number
69 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
1537 x
-10878865.7754817 y
4075538.9570649 |
|||||||||||||||||||||||||||||||||||||
| 02190 | 0818 0014 X | 2190 | — | S.H. 9 | CREEK | 0818 0014 X | 2-10ft.X 8ft.X 63ft. R.C.BOX SK.30 DEG. | 1929 | 35.09279722 | -98.61879722 | 25.919 | 0 | — | 2 | 30 | 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 | 06 - Minor Arterial (Rural) | B | 1400 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
1536 BRKEY
2190 NBI No.
2190 On Under
1 Structure No.
0818 0014 X Control No.
018 Lane Ind.
Milepoint
00140 Facility Carried
S.H. 9 Feature Intersected
CREEK Division
07 County
015 Location
.1 MI E KIOWA C/L Sufficiency
96.2 Kind Hwy
3 Level Service
1 Route No.
00009 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
30 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1929 ADT Total
1400 ADT Year
2022 Design Load
HS 20 Skew
30 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
30 Span Type Main
M Material
1 - Concrete Design
19 Length
25.919 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
4 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
88.8 HS Inv. Rating Method
1 HS Inv. Method
53.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2240 Future ADT Year
2042 Bypass Detour
34.796787 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
02190 ODOT County
08 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 8ft.X 63ft. R.C.BOX SK.30 DEG. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0818 0014 X H Index
97.36 Latitude
35:05:34.07 Longitude
-98:37:07.67 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 9 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
53 NBI Text
02190 Vault Link
http://plansrv1/bridgemaintvault/b02190 GIS FO/SD
Meets Standards H Inv. Method
40.6 Latitude DD
35.09279722 Longitude DD
-98.61879722 ODOT County Number
8 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
1536 x
-10978194.2891755 y
4176499.07726116 |
|||||||||||||||||||||||||||||||||||||
| 02100 | 5902R0092 X | 2100 | — | U.S. 64 | PANTHER CREEK | 5902 0092 X | 3-26ft. I-BM. SPANS | 1928 | 36.31907222 | -96.90821667 | 79.068 | 22.999 | — | 3 | 0 | 2 | 20 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 10.7 | Serious (3) | Serious (3) | Serious (3) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 2000 | 2010 | 4 | Unmatched |
|
Raw data
OBJECTID
1530 BRKEY
2100 NBI No.
2100 On Under
1 Structure No.
5902R0092 X Control No.
002 Lane Ind.
Milepoint
00920 Facility Carried
U.S. 64 Feature Intersected
PANTHER CREEK Division
08 County
117 Location
.9 MI E NOBLE C/L Sufficiency
10.7 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
20 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1928 ADT Total
2000 ADT Year
2010 Design Load
H 15 Skew
0 No. Main Spans
3 Road Width
20 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
23.999 Span Type Main
M Material
3 - Steel Design
02 Length
79.068 Deck Width
22.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
4 Deck Rating
3 Super Rating
3 Sub Rating
6 Chan. Rating
5 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
46.297 HS Inv. Rating Method
1 HS Inv. Method
27.778 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3200 Future ADT Year
2030 Bypass Detour
34.796787 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
Nar Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
02100 ODOT County
59 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-26ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5902 0092 X H Index
56.2147 Latitude
36:19:08.66 Longitude
-96:54:29.58 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
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
02100 Vault Link
http://plansrv1/bridgemaintvault/b02100 GIS FO/SD
SD H Inv. Method
15.653 Latitude DD
36.31907222 Longitude DD
-96.90821667 ODOT County Number
59 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
1530 x
-10787773.3333886 y
4344614.50362909 |
|||||||||||||||||||||||||||||||||||||
| 02099 | 2614 0082 X | 2099 | — | U.S. 277 | WEST BILL CREEK | 2614 0082 X | 3-26ft. I-BM. SPANS | 1928 | 34.93363333 | -98.08092222 | 79.101 | 33.999 | — | 3 | 0 | 2 | 31.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 74.1 | Fair (5) | Satisfactory (6) | Fair (5) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 1700 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
1529 BRKEY
2099 NBI No.
2099 On Under
1 Structure No.
2614 0082 X Control No.
014 Lane Ind.
Milepoint
00820 Facility Carried
U.S. 277 Feature Intersected
WEST BILL CREEK Division
07 County
051 Location
0.7 MI E CADDO CO Sufficiency
74.1 Kind Hwy
2 Level Service
1 Route No.
00277 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
31.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1928 ADT Total
1700 ADT Year
2022 Design Load
H 15 Skew
0 No. Main Spans
3 Road Width
31.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
27.999 Span Type Main
M Material
3 - Steel Design
02 Length
79.101 Deck Width
33.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
5 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
50 HS Inv. Rating Method
1 HS Inv. Method
30 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2720 Future ADT Year
2042 Bypass Detour
44.699999 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
0000 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
02099 ODOT County
26 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-26ft. I-BM. SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2614 0082 X H Index
94.6795 Latitude
34:56:01.08 Longitude
-98:04:51.32 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
44-26 NBI Text
02099 Vault Link
http://plansrv1/bridgemaintvault/b02099 GIS FO/SD
Meets Standards H Inv. Method
17 Latitude DD
34.93363333 Longitude DD
-98.08092222 ODOT County Number
26 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
1529 x
-10918318.3180651 y
4154865.83218661 |
|||||||||||||||||||||||||||||||||||||
| 02004 | 7608 0469 X | 2004 | — | U.S. 64 | CREEK | 7608 0469 X | 2-10X7X82.2ft. RCB | 1928 | 36.79728056 | -98.56365278 | 20.997 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 95.3 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 2100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
1524 BRKEY
2004 NBI No.
2004 On Under
1 Structure No.
7608 0469 X Control No.
008 Lane Ind.
Milepoint
04690 Facility Carried
U.S. 64 Feature Intersected
CREEK Division
06 County
151 Location
1.3 MI W ALFALFA CO Sufficiency
95.3 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
82.201 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
1928 ADT Total
2100 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
3 Appr. Roadway Width
38.999 Span Type Main
M Material
1 - Concrete Design
19 Length
20.997 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
8 Structure Rating
8 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
110.2 HS Inv. Rating Method
1 HS Inv. Method
66.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3360 Future ADT Year
2042 Bypass Detour
29.204446 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
nr Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
02004 ODOT County
76 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
2-10X7X82.2ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7608 0469 X H Index
98.189 Latitude
36:47:50.21 Longitude
-98:33:49.15 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
5 Local Bridge ID
-1 NBI Text
02004 Vault Link
http://plansrv1/bridgemaintvault/b02004 GIS FO/SD
Meets Standards H Inv. Method
36.9 Latitude DD
36.79728056 Longitude DD
-98.56365278 ODOT County Number
76 Maint. Dist.
6 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
1524 x
-10972055.6381946 y
4410887.85425938 |
|||||||||||||||||||||||||||||||||||||
| 02003 | 4104 0465 X | 2003 | — | U.S. 62 | LITTLE SAND CREEK TRIB. | 4104 0465 X | 2-10ft.X6ft.X39ft. RC BOX | 1928 | 35.506669 | -96.812628 | 22.966 | 23.999 | — | 2 | 0 | 2 | 23.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 72.7 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 2700 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
1523 BRKEY
2003 NBI No.
2003 On Under
1 Structure No.
4104 0465 X Control No.
004 Lane Ind.
Milepoint
04650 Facility Carried
U.S. 62 Feature Intersected
LITTLE SAND CREEK TRIB. Division
03 County
081 Location
4.8 MI E JCT SH 18 Sufficiency
72.7 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.95 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1928 ADT Total
2700 ADT Year
2022 Design Load
HS 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
33.999 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.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
7 Structure Rating
7 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
57.5 HS Inv. Rating Method
1 HS Inv. Method
34.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4320 Future ADT Year
2042 Bypass Detour
29.825817 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
02003 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.X39ft. RC BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4104 0465 X H Index
96.31 Latitude
35:30:24.01 Longitude
-96:48:45.46 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 62 Scour
7 Design Structure
19 - Culvert FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
NBI Text
02003 Vault Link
http://plansrv1/bridgemaintvault/b02003 GIS FO/SD
FO H Inv. Method
19.2 Latitude DD
35.506669 Longitude DD
-96.812628 ODOT County Number
41 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
1523 x
-10777132.4513186 y
4232950.39748548 |
|||||||||||||||||||||||||||||||||||||
| 02002 | 0534 0465 X | 2002 | — | S.H. 152 | CREEK | 0534 0465 X | 2-10ft.X10ft.X30ft. RDY. R.C.B. | 1928 | 35.29126667 | -99.42333889 | 22.966 | 32.001 | — | 2 | 0 | 2 | 30 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 93.7 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1200 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
1522 BRKEY
2002 NBI No.
2002 On Under
1 Structure No.
0534 0465 X Control No.
034 Lane Ind.
Milepoint
04650 Facility Carried
S.H. 152 Feature Intersected
CREEK Division
05 County
009 Location
1.3 MI W JCT S.H. 6 Sufficiency
93.7 Kind Hwy
3 Level Service
1 Route No.
00152 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
30 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1928 ADT Total
1200 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
30 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
32.001 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
7 HS Operating Rating Method
2 HS Operating Rating
49.053 HS Inv. Rating Method
2 HS Inv. Method
36.046 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
1920 Future ADT Year
2042 Bypass Detour
16.155651 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
02002 ODOT County
05 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X10ft.X30ft. RDY. R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0534 0465 X H Index
91.75 Latitude
35:17:28.56 Longitude
-99:25:24.02 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 152 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
02002 Vault Link
http://plansrv1/bridgemaintvault/b02002 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
35.29126667 Longitude DD
-99.42333889 ODOT County Number
5 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
1522 x
-11067755.4582019 y
4203533.90693447 |
|||||||||||||||||||||||||||||||||||||
| 02001 | 5510R0433 X | 2001 | — | S.H. 66 | CREEK | 5510 0433 X | 3-8ft. X 3ft. X 22ft. R.C.BOX W/ FLEXBEAM RAILS | 1928 | 35.654025 | -97.34898611 | 26.001 | 24.6 | — | 3 | 0 | 2 | 22.598 | 1 - Concrete | Culvert (19) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 73.2 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 17 - Collector (Urban) | B | 7100 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
1521 BRKEY
2001 NBI No.
2001 On Under
1 Structure No.
5510R0433 X Control No.
010 Lane Ind.
Milepoint
04330 Facility Carried
S.H. 66 Feature Intersected
CREEK Division
04 County
109 Location
4 MI E OF JCT I-35 Sufficiency
73.2 Kind Hwy
3 Level Service
1 Route No.
00066 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
22.598 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
17 - Collector (Urban) Year Built
1928 ADT Total
7100 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
22.598 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
AG Appr. Roadway Width
24.003 Span Type Main
M Material
1 - Concrete Design
19 Length
26.001 Deck Width
24.6 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
46.7 HS Inv. Rating Method
1 HS Inv. Method
28.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
11360 Future ADT Year
2042 Bypass Detour
3 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
02001 ODOT County
55 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-8ft. X 3ft. X 22ft. R.C.BOX W/ FLEXBEAM RAILS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5510 0433 X H Index
72.447 Latitude
35:39:14.49 Longitude
-97:20:56.35 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 66 Scour
8 Design Structure
19 - Culvert FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
NBI Text
02001 Vault Link
http://plansrv1/bridgemaintvault/b02001 GIS FO/SD
FO H Inv. Method
17 Latitude DD
35.654025 Longitude DD
-97.34898611 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
6 Rural/Urban
Urban ARC_ID_NUM
1521 x
-10836839.5630067 y
4253119.58011094 |
|||||||||||||||||||||||||||||||||||||
| 02000 | 1014 0390 X | 2000 | — | S.H. 53 | CREEK | 1014 0390 X | (2) 10ft. X 8ft. X 44ft. RCB | 1928 | 34.30349444 | -97.49835833 | 22.966 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 98.9 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 550 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
1520 BRKEY
2000 NBI No.
2000 On Under
1 Structure No.
1014 0390 X Control No.
014 Lane Ind.
Milepoint
03900 Facility Carried
S.H. 53 Feature Intersected
CREEK Division
07 County
019 Location
3.9 MI E STEPHENS C/L Sufficiency
98.9 Kind Hwy
3 Level Service
1 Route No.
00053 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
43.999 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
1928 ADT Total
550 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
4 Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
73.9 HS Inv. Rating Method
1 HS Inv. Method
44.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
880 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
02000 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
(2) 10ft. X 8ft. X 44ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1014 0390 X H Index
98.02 Latitude
34:18:12.58 Longitude
-97:29:54.09 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 53 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
035 NBI Text
02000 Vault Link
http://plansrv1/bridgemaintvault/b02000 GIS FO/SD
Meets Standards H Inv. Method
24.6 Latitude DD
34.30349444 Longitude DD
-97.49835833 ODOT County Number
10 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
1520 x
-10853467.6024757 y
4069627.08000756 |
|||||||||||||||||||||||||||||||||||||
| 01999 | 0534 0379 X | 1999 | — | S.H. 152 | SADLER CREEK | 0534 0379 X | 2-10ft.X10ft.X100ft. RDY R.C.B. | 1928 | 35.29053056 | -99.43839444 | 22.966 | 102.001 | — | 2 | 0 | 2 | 100 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 98.5 | 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 | 1200 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
1519 BRKEY
1999 NBI No.
1999 On Under
1 Structure No.
0534 0379 X Control No.
034 Lane Ind.
Milepoint
03790 Facility Carried
S.H. 152 Feature Intersected
SADLER CREEK Division
05 County
009 Location
2.1 MI W JCT S.H. 6 Sufficiency
98.5 Kind Hwy
3 Level Service
1 Route No.
00152 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
99.9 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1928 ADT Total
1200 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
100 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
7 Appr. Roadway Width
30 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
102.001 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
7 HS Operating Rating Method
2 HS Operating Rating
49.053 HS Inv. Rating Method
2 HS Inv. Method
36.046 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
1920 Future ADT Year
2042 Bypass Detour
16.155651 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
01999 ODOT County
05 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X10ft.X100ft. RDY R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0534 0379 X H Index
95.71 Latitude
35:17:25.91 Longitude
-99:26:18.22 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 152 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
01999 Vault Link
http://plansrv1/bridgemaintvault/b01999 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
35.29053056 Longitude DD
-99.43839444 ODOT County Number
5 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
1519 x
-11069431.4343615 y
4203433.5143326 |
|||||||||||||||||||||||||||||||||||||
| 01908 | 6916R1420 X | 1908 | — | S.H. 53 | PINE CREEK | 6916 1420 X | 4-22ft. CONC. SLAB SPANS | 1927 | 34.347347 | -97.728253 | 89.902 | 22.999 | — | 4 | 0 | 2 | 22.001 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 66.4 | Fair (5) | Good (7) | Good (7) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 490 | 2019 | 4 | Unmatched |
|
Raw data
OBJECTID
1518 BRKEY
1908 NBI No.
1908 On Under
1 Structure No.
6916R1420 X Control No.
016 Lane Ind.
Milepoint
14200 Facility Carried
S.H. 53 Feature Intersected
PINE CREEK Division
07 County
137 Location
8.7 MI W JCT SH 89 Sufficiency
66.4 Kind Hwy
3 Level Service
1 Route No.
00053 Service Type On
1 Service Type Off
9 Vertical Clearance
N Horizontal Clearance
22.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1927 ADT Total
490 ADT Year
2019 Design Load
H 20 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
Appr. Roadway Width
22.001 Span Type Main
M Material
1 - Concrete Design
01 Length
89.902 Deck Width
22.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
47.2 HS Inv. Rating Method
1 HS Inv. Method
28.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
784 Future ADT Year
2039 Bypass Detour
24.2 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
01908 ODOT County
69 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
4-22ft. CONC. SLAB SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6916 1420 X H Index
98.9774 Latitude
34:20:50.45 Longitude
-97:43:41.71 I257A
1 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 53 Scour
5 Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
40 NBI Text
01908 Vault Link
http://plansrv1/bridgemaintvault/b01908 GIS FO/SD
Meets Standards H Inv. Method
15.7 Latitude DD
34.347347 Longitude DD
-97.728253 ODOT County Number
69 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
1518 x
-10879059.3600762 y
4075538.14808863 |
|||||||||||||||||||||||||||||||||||||
| 01907 | 4008 0503 X | 1907 | — | U.S. 59 | COAL CREEK | 4008 0503 X | (3) 30ft. I-BEAM | 1927 | 35.25306389 | -94.75562222 | 92.001 | 32.999 | — | 3 | 0 | 2 | 30 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 53.5 | Fair (5) | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 6100 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
1517 BRKEY
1907 NBI No.
1907 On Under
1 Structure No.
4008 0503 X Control No.
008 Lane Ind.
Milepoint
05030 Facility Carried
U.S. 59 Feature Intersected
COAL CREEK Division
02 County
079 Location
5.03 W JCT US-271 Sufficiency
53.5 Kind Hwy
2 Level Service
1 Route No.
00059 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
02 - Principal Arterial Other (Rural) Year Built
1927 ADT Total
6100 ADT Year
2022 Design Load
H 15 Skew
0 No. Main Spans
3 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
27.999 Span Type Main
M Material
3 - Steel Design
02 Length
92.001 Deck Width
32.999 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
6 Super Rating
6 Sub Rating
6 Chan. Rating
7 Culv. Rating
N Structure Rating
5 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
43 HS Inv. Rating Method
1 HS Inv. Method
26 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
9760 Future ADT Year
2042 Bypass Detour
65.1 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
01907 ODOT County
40 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
(3) 30ft. I-BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4008 0503 X H Index
87.6312 Latitude
35:15:11.03 Longitude
-94:45:20.24 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 Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
060 NBI Text
01907 Vault Link
http://plansrv1/bridgemaintvault/b01907 GIS FO/SD
FO H Inv. Method
16 Latitude DD
35.25306389 Longitude DD
-94.75562222 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
1517 x
-10548147.6153302 y
4198324.91715086 |
|||||||||||||||||||||||||||||||||||||
| 01906 | 1618 0071 X | 1906 | — | S.H. 7 | CREEK | 1618 0141 X | 9-10ft.X 6ft.X 108ft. R.C.BOX WITH CONC PARAPATS | 1927 | 34.59417222 | -98.36556667 | 99.081 | 107.999 | — | 9 | 0 | 4 | 107.999 | 1 - Concrete | Culvert (19) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 70 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | B | 18100 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
1516 BRKEY
1906 NBI No.
1906 On Under
1 Structure No.
1618 0071 X Control No.
018 Lane Ind.
Milepoint
01410 Facility Carried
S.H. 7 Feature Intersected
CREEK Division
07 County
031 Location
1.4 MI.E.JCT.US281B Sufficiency
70 Kind Hwy
3 Level Service
1 Route No.
00007 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
96.03 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1927 ADT Total
18100 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
9 Road Width
107.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
4 Fill RCB
AG Appr. Roadway Width
96.03 Span Type Main
M Material
1 - Concrete Design
19 Length
99.081 Deck Width
107.999 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
6 Culv. Rating
6 Structure Rating
5 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
37.4 HS Inv. Rating Method
1 HS Inv. Method
22.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
28960 Future ADT Year
2042 Bypass Detour
52.19518 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
01906 ODOT County
16 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
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
9-10ft.X 6ft.X 108ft. R.C.BOX WITH CONC PARAPATS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1618 0141 X H Index
99.0185 Latitude
34:35:39.02 Longitude
-98:21:56.04 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 7 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
052 NBI Text
01906 Vault Link
http://plansrv1/bridgemaintvault/b01906 GIS FO/SD
Meets Standards H Inv. Method
15.4 Latitude DD
34.59417222 Longitude DD
-98.36556667 ODOT County Number
16 Maint. Dist.
7 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
1516 x
-10950004.7932962 y
4108866.62265328 |
|||||||||||||||||||||||||||||||||||||
| 01904 | 6210R1181 X | 1904 | — | S.H. 1 | MUDDY BOGGY CREEK | 6210R1181 X | 80ft. PONY TRUSS SPAN | 1927 | 34.82833333 | -96.48666667 | 83.005 | 21.001 | — | 1 | 0 | 2 | 20 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 2 | Serious (3) | Critical (2) | Serious (3) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 3410 | 1999 | 4 | Unmatched |
|
Raw data
OBJECTID
1514 BRKEY
1904 NBI No.
1904 On Under
1 Structure No.
6210R1181 X Control No.
010 Lane Ind.
Milepoint
11810 Facility Carried
S.H. 1 Feature Intersected
MUDDY BOGGY CREEK Division
03 County
123 Location
12.6 MI NE JCT SH 3 Sufficiency
2 Kind Hwy
3 Level Service
1 Route No.
00001 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
20 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
1927 ADT Total
3410 ADT Year
1999 Design Load
H 15 Skew
0 No. Main Spans
1 Road Width
20 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
22.001 Span Type Main
M Material
3 - Steel Design
10 Length
83.005 Deck Width
21.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
9 Deck Rating
2 Super Rating
3 Sub Rating
6 Chan. Rating
4 Culv. Rating
N Structure Rating
3 Deck Geometry
2 Underclearance
N Bridge Posting
3 Waterway Adequacy
5 Approach Alignment
7 HS Operating Rating Method
2 HS Operating Rating
18.85 HS Inv. Rating Method
2 HS Inv. Method
18.85 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
4000 Future ADT Year
2017 Bypass Detour
39.767756 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
01904 ODOT County
62 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
6210R1181 X H Index
100 Latitude
34:49:42 Longitude
-96:29:12 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 1 Scour
8 Design Structure
10 - Truss - Thru FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
01904 Vault Link
http://plansrv1/bridgemaintvault/b01904 GIS FO/SD
SD H Inv. Method
15.873 Latitude DD
34.82833333 Longitude DD
-96.48666667 ODOT County Number
62 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
1514 x
-10740846.6020447 y
4140576.73139519 |
|||||||||||||||||||||||||||||||||||||
| 01903 | 6916 0040 X | 1903 | — | S.H. 53 | COW CREEK O'FLOW | 6916 0040 X | 3-26ft. I-BM. SPANS | 1927 | 34.36893611 | -97.95713611 | 86.9 | 32.999 | — | 3 | 0 | 2 | 30 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 80.9 | Fair (5) | Good (7) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1200 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
1513 BRKEY
1903 NBI No.
1903 On Under
1 Structure No.
6916 0040 X Control No.
016 Lane Ind.
Milepoint
00400 Facility Carried
S.H. 53 Feature Intersected
COW CREEK O'FLOW Division
07 County
137 Location
SH 53; 0.4 MI E JCT US 81 Sufficiency
80.9 Kind Hwy
3 Level Service
1 Route No.
00053 Service Type On
1 Service Type Off
9 Vertical Clearance
N Horizontal Clearance
30 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1927 ADT Total
1200 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
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
30 Span Type Main
M Material
3 - Steel Design
02 Length
86.9 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
7 Super Rating
7 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
39.353 HS Inv. Rating Method
1 HS Inv. Method
23.589 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1920 Future ADT Year
2042 Bypass Detour
13.000001 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
40 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
01903 ODOT County
69 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-26ft. I-BM. SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6916 0040 X H Index
94.1119 Latitude
34:22:08.17 Longitude
-97:57:25.69 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 53 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
34 NBI Text
01903 Vault Link
http://plansrv1/bridgemaintvault/b01903 GIS FO/SD
Meets Standards H Inv. Method
14.33 Latitude DD
34.36893611 Longitude DD
-97.95713611 ODOT County Number
69 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
1513 x
-10904538.5113326 y
4078449.36916164 |
|||||||||||||||||||||||||||||||||||||
| 02091 | 6916R1102 X | 2091 | — | S.H. 53 | MUD CREEK O'FLOW | 6916 1102 X | 2-34ft. I-BM. SPANS | 1928 | 34.347389 | -97.783853 | 68.901 | 22.999 | — | 2 | 0 | 2 | 22.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 68.4 | Fair (5) | Good (7) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 600 | 2018 | 4 | Unmatched |
|
Raw data
OBJECTID
1503 BRKEY
2091 NBI No.
2091 On Under
1 Structure No.
6916R1102 X Control No.
016 Lane Ind.
Milepoint
11020 Facility Carried
S.H. 53 Feature Intersected
MUD CREEK O'FLOW Division
07 County
137 Location
11.1 MI E JCT US 81 Sufficiency
68.4 Kind Hwy
3 Level Service
1 Route No.
00053 Service Type On
1 Service Type Off
9 Vertical Clearance
N Horizontal Clearance
22.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1928 ADT Total
600 ADT Year
2018 Design Load
H 15 Skew
0 No. Main Spans
2 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
68.901 Deck Width
22.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
6 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
50.9 HS Inv. Rating Method
1 HS Inv. Method
30.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
960 Future ADT Year
2038 Bypass Detour
24.2 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
02091 ODOT County
69 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-34ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6916 1102 X H Index
98.131 Latitude
34:20:50.6 Longitude
-97:47:01.87 I257A
1 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 53 Scour
5 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
37 NBI Text
02091 Vault Link
http://plansrv1/bridgemaintvault/b02091 GIS FO/SD
Meets Standards H Inv. Method
19.9 Latitude DD
34.347389 Longitude DD
-97.783853 ODOT County Number
69 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
1503 x
-10885248.7237643 y
4075543.81092374 |
|||||||||||||||||||||||||||||||||||||
| 02090 | 5418R0821 X | 2090 | — | S.H. 56 | YAHOLA CREEK | 5418R0821 X | 60ft. PONY TRUSS SPAN | 1928 | 35.52666667 | -96.265 | 62.992 | 21.001 | — | 1 | 0 | 2 | 20 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Closed (K) | 0 | Failed (0) | Serious (3) | Serious (3) | Critical (2) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 500 | 1999 | 4 | Unmatched |
|
Raw data
OBJECTID
1502 BRKEY
2090 NBI No.
2090 On Under
1 Structure No.
5418R0821 X Control No.
018 Lane Ind.
Milepoint
08210 Facility Carried
S.H. 56 Feature Intersected
YAHOLA CREEK Division
03 County
107 Location
8.2 MI N JCT US 62 Sufficiency
0 Kind Hwy
3 Level Service
1 Route No.
00056 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
20 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
1928 ADT Total
500 ADT Year
1999 Design Load
Other or Unknown Skew
0 No. Main Spans
1 Road Width
20 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
26.001 Span Type Main
M Material
3 - Steel Design
10 Length
62.992 Deck Width
21.001 Bridge Open Closed
K TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
7 Deck Rating
3 Super Rating
3 Sub Rating
2 Chan. Rating
5 Culv. Rating
N Structure Rating
0 Deck Geometry
0 Underclearance
N Bridge Posting
0 Waterway Adequacy
5 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
0 HS Inv. Rating Method
2 HS Inv. Method
0 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
1077 Future ADT Year
2018 Bypass Detour
37.282271 School Bus Rte.
3 Posted Weight
15NANA Posted Speed Limit
NR Narrow or 1 Lane
Y Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
02090 ODOT County
54 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
60ft. PONY TRUSS SPAN Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5418R0821 X H Index
86.9939 Latitude
35:31:36 Longitude
-96:15:54 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 56 Scour
5 Design Structure
10 - Truss - Thru FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
02090 Vault Link
http://plansrv1/bridgemaintvault/b02090 GIS FO/SD
SD H Inv. Method
0 Latitude DD
35.52666667 Longitude DD
-96.265 ODOT County Number
54 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
1502 x
-10716170.7812145 y
4235685.38107577 |
|||||||||||||||||||||||||||||||||||||
| 02089 | 5418R0464 X | 2089 | — | S.H. 56 | NUYAKA CREEK | 5418R0464 X | 60ft. PONY TRUSS SPAN | 1928 | 35.475 | -96.26333333 | 62.992 | 21.001 | — | 1 | 0 | 2 | 20 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Posted for load (P) | 2 | Critical (2) | Serious (3) | Serious (3) | Critical (2) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 500 | 1999 | 4 | Unmatched |
|
Raw data
OBJECTID
1501 BRKEY
2089 NBI No.
2089 On Under
1 Structure No.
5418R0464 X Control No.
018 Lane Ind.
Milepoint
04640 Facility Carried
S.H. 56 Feature Intersected
NUYAKA CREEK Division
03 County
107 Location
4.8 MI N JCT US 62 Sufficiency
2 Kind Hwy
3 Level Service
1 Route No.
00056 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
20 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
1928 ADT Total
500 ADT Year
1999 Design Load
Other or Unknown Skew
0 No. Main Spans
1 Road Width
20 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
26.001 Span Type Main
M Material
3 - Steel Design
10 Length
62.992 Deck Width
21.001 Bridge Open Closed
P TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
6 Deck Rating
3 Super Rating
3 Sub Rating
2 Chan. Rating
4 Culv. Rating
N Structure Rating
2 Deck Geometry
3 Underclearance
N Bridge Posting
1 Waterway Adequacy
6 Approach Alignment
7 HS Operating Rating Method
2 HS Operating Rating
24.03 HS Inv. Rating Method
2 HS Inv. Method
14.22 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
1077 Future ADT Year
2018 Bypass Detour
37.282271 School Bus Rte.
3 Posted Weight
15NANA Posted Speed Limit
NR Narrow or 1 Lane
Y Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
02089 ODOT County
54 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
60ft. PONY TRUSS SPAN Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5418R0464 X H Index
0.3299 Latitude
35:28:30 Longitude
-96:15:48 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 56 Scour
3 Design Structure
10 - Truss - Thru FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
02089 Vault Link
http://plansrv1/bridgemaintvault/b02089 GIS FO/SD
SD H Inv. Method
14.881 Latitude DD
35.475 Longitude DD
-96.26333333 ODOT County Number
54 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
1501 x
-10715985.2483588 y
4228620.57598507 |
|||||||||||||||||||||||||||||||||||||
| 01998 | 5204R0363 X | 1998 | — | U.S. 64 | CREEK | 5204 0363 X | 3-8ft. X 7ft. X 32ft. R.C. BOX W/ BC TYPE RAILS | 1928 | 36.28961389 | -97.22041111 | 25.886 | 33.999 | — | 3 | 0 | 2 | 32.001 | 1 - Concrete | Culvert (19) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 49.3 | Serious (3) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Serious (3) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 3300 | 2010 | 5 | Unmatched |
|
Raw data
OBJECTID
1500 BRKEY
1998 NBI No.
1998 On Under
1 Structure No.
5204R0363 X Control No.
004 Lane Ind.
Milepoint
03630 Facility Carried
U.S. 64 Feature Intersected
CREEK Division
04 County
103 Location
3.8 MI E JCT US77 Sufficiency
49.3 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
32.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1928 ADT Total
3300 ADT Year
2010 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
32.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
FG Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
25.886 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.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
3 Structure Rating
3 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
46.077 HS Inv. Rating Method
1 HS Inv. Method
35.494 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5280 Future ADT Year
2030 Bypass Detour
3.106856 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
01998 ODOT County
52 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-8ft. X 7ft. X 32ft. R.C. BOX W/ BC TYPE RAILS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5204 0363 X H Index
65.9409 Latitude
36:17:22.61 Longitude
-97:13:13.48 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 64 Scour
3 Design Structure
19 - Culvert FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
01998 Vault Link
http://plansrv1/bridgemaintvault/b01998 GIS FO/SD
SD H Inv. Method
20.062 Latitude DD
36.28961389 Longitude DD
-97.22041111 ODOT County Number
52 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
1500 x
-10822526.6594779 y
4340545.32147433 |
|||||||||||||||||||||||||||||||||||||
| 01997 | 4108 0357 X | 1997 | — | S.H. 66 | CREEK | 4108 0357 X | 2-10ft.X8ft.X60ft. RC BOX | 1928 | 35.70969167 | -96.83424722 | 25.919 | 62.008 | — | 2 | 30 | 2 | 36.089 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 75 | 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 | 4400 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
1499 BRKEY
1997 NBI No.
1997 On Under
1 Structure No.
4108 0357 X Control No.
008 Lane Ind.
Milepoint
03570 Facility Carried
S.H. 66 Feature Intersected
CREEK Division
03 County
081 Location
3.5 MI E JCT SH 18 Sufficiency
75 Kind Hwy
3 Level Service
1 Route No.
00066 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
27.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1928 ADT Total
4400 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
2 Road Width
36.089 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
6 Appr. Roadway Width
36.001 Span Type Main
M Material
1 - Concrete Design
19 Length
25.919 Deck Width
62.008 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
6 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
46.5 HS Inv. Rating Method
1 HS Inv. Method
25.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
7040 Future ADT Year
2042 Bypass Detour
44.117354 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
01997 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.X8ft.X60ft. RC BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4108 0357 X H Index
98.02 Latitude
35:42:34.89 Longitude
-96:50:03.29 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 66 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
01997 Vault Link
http://plansrv1/bridgemaintvault/b01997 GIS FO/SD
Meets Standards H Inv. Method
15.5 Latitude DD
35.70969167 Longitude DD
-96.83424722 ODOT County Number
41 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
1499 x
-10779539.0918804 y
4260748.56945537 |
|||||||||||||||||||||||||||||||||||||
| 01996 | 1606 0326 X | 1996 | — | U.S. 62 | CREEK | 1606 0326 X | 2-10ft.X 4ft.X 85.6ft. R.C.B | 1928 | 34.82986111 | -98.38716944 | 21.982 | 85.6 | — | 2 | 0 | 2 | 83.599 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 94.2 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 3100 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
1498 BRKEY
1996 NBI No.
1996 On Under
1 Structure No.
1606 0326 X Control No.
006 Lane Ind.
Milepoint
03260 Facility Carried
U.S. 62 Feature Intersected
CREEK Division
07 County
031 Location
1.8 MI. S. CADDO CL Sufficiency
94.2 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
32.031 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
1928 ADT Total
3100 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
83.599 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
21.982 Deck Width
85.6 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
7 Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.1 HS Inv. Rating Method
2 HS Inv. Method
36 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
4960 Future ADT Year
2042 Bypass Detour
24.854848 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
01996 ODOT County
16 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 4ft.X 85.6ft. R.C.B Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1606 0326 X H Index
96.3535 Latitude
34:49:47.5 Longitude
-98:23:13.81 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 62 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
039 NBI Text
01996 Vault Link
http://plansrv1/bridgemaintvault/b01996 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
34.82986111 Longitude DD
-98.38716944 ODOT County Number
16 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
1498 x
-10952409.6026523 y
4140783.91878736 |
|||||||||||||||||||||||||||||||||||||
| 01995 | 3602R0324 X | 1995 | — | U.S. 60 | CREEK | 3602 0324 X | 3-8ft. X 7ft. X 22ft. R.C.BOX W/ PARAPET RAILS | 1928 | 36.69510556 | -97.40356111 | 25.886 | 24.498 | — | 3 | 0 | 2 | 22.001 | 1 - Concrete | Culvert (19) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 63.6 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Fair (5) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 1500 | 2009 | 4 | Unmatched |
|
Raw data
OBJECTID
1497 BRKEY
1995 NBI No.
1995 On Under
1 Structure No.
3602R0324 X Control No.
002 Lane Ind.
Milepoint
03240 Facility Carried
U.S. 60 Feature Intersected
CREEK Division
04 County
071 Location
3.3 MI E GRANT C/L Sufficiency
63.6 Kind Hwy
2 Level Service
1 Route No.
00060 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
21.982 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
1928 ADT Total
1500 ADT Year
2009 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
22.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
FG Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
25.886 Deck Width
24.498 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
5 Structure Rating
5 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
46.077 HS Inv. Rating Method
1 HS Inv. Method
35.494 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2400 Future ADT Year
2029 Bypass Detour
36.039529 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
Y Advanced Warning Sign
N Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
01995 ODOT County
36 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-8ft. X 7ft. X 22ft. R.C.BOX W/ PARAPET RAILS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
3602 0324 X H Index
66.8527 Latitude
36:41:42.38 Longitude
-97:24:12.82 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 60 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
01995 Vault Link
http://plansrv1/bridgemaintvault/b01995 GIS FO/SD
Meets Standards H Inv. Method
20.062 Latitude DD
36.69510556 Longitude DD
-97.40356111 ODOT County Number
36 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
1497 x
-10842914.8242167 y
4396693.21618301 |
|||||||||||||||||||||||||||||||||||||
| 01994 | 5204R0311 X | 1994 | — | U.S. 64 | ELM CREEK | 5204 0311 X | 2-10ft. X 10ft. X 36ft. R. | 1928 | 36.28958611 | -97.22968333 | 20.928 | 38.002 | — | 2 | 0 | 2 | 36.001 | 1 - Concrete | Culvert (19) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95.2 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 3300 | 2010 | 5 | Unmatched |
|
Raw data
OBJECTID
1496 BRKEY
1994 NBI No.
1994 On Under
1 Structure No.
5204R0311 X Control No.
004 Lane Ind.
Milepoint
03110 Facility Carried
U.S. 64 Feature Intersected
ELM CREEK Division
04 County
103 Location
3.3 MI E JCT US77 Sufficiency
95.2 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
36.001 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
1928 ADT Total
3300 ADT Year
2010 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
36.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
03 Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
20.928 Deck Width
38.002 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.053 HS Inv. Rating Method
2 HS Inv. Method
36.046 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
5280 Future ADT Year
2030 Bypass Detour
3.106856 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
01994 ODOT County
52 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft. X 10ft. X 36ft. R. Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5204 0311 X H Index
67 Latitude
36:17:22.51 Longitude
-97:13:46.86 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
5 Local Bridge ID
-1 NBI Text
01994 Vault Link
http://plansrv1/bridgemaintvault/b01994 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
36.28958611 Longitude DD
-97.22968333 ODOT County Number
52 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
1496 x
-10823558.8382868 y
4340541.48485103 |
|||||||||||||||||||||||||||||||||||||
| 01993 | 7608 0291 X | 1993 | — | U.S. 64 | CREEK | 7608 0291 X | 2-10X10X44.4ft. RCB | 1928 | 36.79730556 | -98.59558889 | 20.997 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 92.3 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 2100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
1495 BRKEY
1993 NBI No.
1993 On Under
1 Structure No.
7608 0291 X Control No.
008 Lane Ind.
Milepoint
02910 Facility Carried
U.S. 64 Feature Intersected
CREEK Division
06 County
151 Location
3.1 MI W ALFALFA CO Sufficiency
92.3 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
44.4 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
1928 ADT Total
2100 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
4 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
20.997 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
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
156.9 HS Inv. Rating Method
1 HS Inv. Method
94.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3360 Future ADT Year
2042 Bypass Detour
29.204446 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
nr Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
01993 ODOT County
76 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
2-10X10X44.4ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7608 0291 X H Index
95.8133 Latitude
36:47:50.3 Longitude
-98:35:44.12 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 64 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
01993 Vault Link
http://plansrv1/bridgemaintvault/b01993 GIS FO/SD
Meets Standards H Inv. Method
52.3 Latitude DD
36.79730556 Longitude DD
-98.59558889 ODOT County Number
76 Maint. Dist.
6 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
1495 x
-10975610.7496977 y
4410891.32969324 |
|||||||||||||||||||||||||||||||||||||
| 01897 | 7526R1001 X | 1897 | — | S.H. 55 | DRY ELK CREEK | 7526 1001 X | 21ft.-26ft.-21ft. REINF. CONC. GIRDER SPANS | 1927 | 35.16035833 | -99.18294444 | 69.882 | 26.299 | — | 3 | 0 | 2 | 24.301 | 1 - Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 33.8 | Poor (4) | Fair (5) | Fair (5) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 610 | 2012 | 4 | Unmatched |
|
Raw data
OBJECTID
1489 BRKEY
1897 NBI No.
1897 On Under
1 Structure No.
7526R1001 X Control No.
026 Lane Ind.
Milepoint
10010 Facility Carried
S.H. 55 Feature Intersected
DRY ELK CREEK Division
05 County
149 Location
0.5 MI W JCT S.H. 44 Sufficiency
33.8 Kind Hwy
3 Level Service
1 Route No.
00055 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
24.301 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
1927 ADT Total
610 ADT Year
2012 Design Load
H 15 Skew
0 No. Main Spans
3 Road Width
24.301 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
26.001 Span Type Main
M Material
1 - Concrete Design
02 Length
69.882 Deck Width
26.299 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
5 Sub Rating
4 Chan. Rating
6 Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
4 HS Operating Rating Method
2 HS Operating Rating
55.556 HS Inv. Rating Method
2 HS Inv. Method
18.629 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
976 Future ADT Year
2032 Bypass Detour
32.932673 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
35 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
01897 ODOT County
75 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
21ft.-26ft.-21ft. REINF. CONC. GIRDER SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
7526 1001 X H Index
49.6728 Latitude
35:09:37.29 Longitude
-99:10:58.6 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
SH-55 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
01897 Vault Link
http://plansrv1/bridgemaintvault/b01897 GIS FO/SD
SD H Inv. Method
14.881 Latitude DD
35.16035833 Longitude DD
-99.18294444 ODOT County Number
75 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
1489 x
-11040994.8704383 y
4185694.61027949 |
|||||||||||||||||||||||||||||||||||||
| 02088 | 4104R0212 X | 2088 | — | U.S. 62 | SAND CREEK | 4104 0212 X | 62ft. I-BM SPAN 2-18ft.C | 1928 | 35.50333333 | -96.85666667 | 62.992 | 30.84 | — | 1 | 0 | 2 | 25.919 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 23.9 | Poor (4) | Critical (2) | Poor (4) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 3200 | 2004 | 4 | Unmatched |
|
Raw data
OBJECTID
1482 BRKEY
2088 NBI No.
2088 On Under
1 Structure No.
4104R0212 X Control No.
004 Lane Ind.
Milepoint
02120 Facility Carried
U.S. 62 Feature Intersected
SAND CREEK Division
03 County
081 Location
2.2 MI E JCT SH 18 Sufficiency
23.9 Kind Hwy
2 Level Service
1 Route No.
00062 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
1928 ADT Total
3200 ADT Year
2004 Design Load
H 20 Skew
0 No. Main Spans
1 Road Width
25.919 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
23.999 Span Type Main
M Material
3 - Steel Design
02 Length
62.992 Deck Width
30.84 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
6 Deck Rating
2 Super Rating
4 Sub Rating
4 Chan. Rating
5 Culv. Rating
N Structure Rating
4 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
59.415 HS Inv. Rating Method
1 HS Inv. Method
24.802 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5120 Future ADT Year
2024 Bypass Detour
29.825817 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
02088 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
1.64 Rt. Curb SW
1.64 Description
62ft. I-BM SPAN 2-18ft.C Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4104 0212 X H Index
57.2894 Latitude
35:30:12 Longitude
-96:51:24 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
U.S. 62 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
02088 Vault Link
http://plansrv1/bridgemaintvault/b02088 GIS FO/SD
SD H Inv. Method
-1 Latitude DD
35.50333333 Longitude DD
-96.85666667 ODOT County Number
41 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
1482 x
-10782034.8136382 y
4232494.26048828 |
|||||||||||||||||||||||||||||||||||||
| 02087 | 0904 0565 X | 2087 | — | UP R.R. | I-40 BUS. UNDER | 0904 0565 X | 65ft. THRU PLATE GIRDER/FLOOR BM SPAN SK.63 DEG.49ft. | 1928 | 35.53219722 | -97.959875 | 66.929 | 16.499 | — | 1 | 26 | 4 | 39.003 | 3 - Steel | Girder and Floorbeam System (03) | M | Concrete cast-in-place (1) | ! | -2 | Not applicable (N) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Not applicable (N) | 27 - Railroad | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | H | 10000 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
1481 BRKEY
2087 NBI No.
2087 On Under
2 Structure No.
0904 0565 X Control No.
004 Lane Ind.
Milepoint
05650 Facility Carried
UP R.R. Feature Intersected
I-40 BUS. UNDER Division
04 County
017 Location
IN WEST EDGE EL-RENO Sufficiency
-2 Kind Hwy
3 Level Service
6 Route No.
0040B Service Type On
2 Service Type Off
1 Vertical Clearance
N Horizontal Clearance
40.4 Bridge System
H Owner
27 - Railroad Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1928 ADT Total
10000 ADT Year
2022 Design Load
Railroad Skew
26 No. Main Spans
1 Road Width
39.003 Ref. Underclearance Rt.
H Underclearance Right
0.499 Underclearance Left
0 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
39.003 Span Type Main
M Material
3 - Steel Design
03 Length
66.929 Deck Width
16.499 Bridge Open Closed
! 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
N Culv. Rating
N Structure Rating
N Deck Geometry
N Underclearance
2 Bridge Posting
0 Waterway Adequacy
N Approach Alignment
! HS Operating Rating Method
! HS Operating Rating
0 HS Inv. Rating Method
! HS Inv. Method
0 H Operating Rating
! H Inv. Rating Method
! Future ADT
16000 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
Y Existing Posting
1311 Max Measured Clearance
1407 Min Measured Clearance
1402 NBI Rating
02087 ODOT County
09 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
9 Lft. Curb SW
0 Rt. Curb SW
0 Description
65ft. THRU PLATE GIRDER/FLOOR BM SPAN SK.63 DEG.49ft. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0904 0565 X H Index
-1 Latitude
35:31:55.91 Longitude
-97:57:35.55 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
0 Roadway Name
I-40 BUS. UNDER Scour
N Design Structure
3 - Girder and Floorbeam System FOSD
Functionally Obsolete Service Level
6 - Business Historical Significance
4 Local Bridge ID
NBI Text
02087 Vault Link
http://plansrv1/bridgemaintvault/b02087 GIS FO/SD
FO H Inv. Method
0 Latitude DD
35.53219722 Longitude DD
-97.959875 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
1481 x
-10904843.4031727 y
4236441.88766737 |
|||||||||||||||||||||||||||||||||||||
| 01992 | 1606 0255 X | 1992 | — | U.S. 62 | CREEK | 1606 0255 X | 2-10ft.X 7ft.X 85.6ft. R.C.B | 1928 | 34.81957222 | -98.38718889 | 21.982 | 85.6 | — | 2 | 0 | 2 | 83.599 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 93.4 | 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) | C | 3500 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
1476 BRKEY
1992 NBI No.
1992 On Under
1 Structure No.
1606 0255 X Control No.
006 Lane Ind.
Milepoint
02550 Facility Carried
U.S. 62 Feature Intersected
CREEK Division
07 County
031 Location
2.5 MI. N. JCT.US277 Sufficiency
93.4 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
32.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1928 ADT Total
3500 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
83.599 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
21.982 Deck Width
85.6 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
7 Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.1 HS Inv. Rating Method
2 HS Inv. Method
36 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
5600 Future ADT Year
2042 Bypass Detour
24.854848 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
01992 ODOT County
16 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 7ft.X 85.6ft. R.C.B Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1606 0255 X H Index
100 Latitude
34:49:10.46 Longitude
-98:23:13.88 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 62 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
038 NBI Text
01992 Vault Link
http://plansrv1/bridgemaintvault/b01992 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
34.81957222 Longitude DD
-98.38718889 ODOT County Number
16 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
1476 x
-10952411.7678164 y
4139388.68196835 |
|||||||||||||||||||||||||||||||||||||
| 01991 | 0906 0239 X | 1991 | — | S.H. 66 | CREEK | 0906 0239 X | 2-10ft. X 10ft. X 51ft. R.C.BOX | 1928 | 35.50789722 | -97.894475 | 20.748 | 0 | — | 2 | 0 | 3 | 0 | 1 - Concrete | Culvert (19) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 75.8 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 5700 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
1475 BRKEY
1991 NBI No.
1991 On Under
1 Structure No.
0906 0239 X Control No.
006 Lane Ind.
Milepoint
02390 Facility Carried
S.H. 66 Feature Intersected
CREEK Division
04 County
017 Location
2.5 MI. E. JCT. US81 Sufficiency
75.8 Kind Hwy
3 Level Service
1 Route No.
00066 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
51.499 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
1928 ADT Total
5700 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
3 Fill RCB
FG Appr. Roadway Width
36.001 Span Type Main
M Material
1 - Concrete Design
19 Length
20.748 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.053 HS Inv. Rating Method
2 HS Inv. Method
36.046 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
9120 Future ADT Year
2042 Bypass Detour
11.806053 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
01991 ODOT County
09 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
0 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft. X 10ft. X 51ft. R.C.BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0906 0239 X H Index
96.5429 Latitude
35:30:28.43 Longitude
-97:53:40.11 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 66 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
NBI Text
01991 Vault Link
http://plansrv1/bridgemaintvault/b01991 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
35.50789722 Longitude DD
-97.894475 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
1475 x
-10897563.1084748 y
4233118.3554975 |
|||||||||||||||||||||||||||||||||||||
| 01990 | 0906 0211 X | 1990 | — | S.H. 66 | CREEK | 0906 0211 X | 2-10ft. X 5ft. X 56ft. R.C.BOX | 1928 | 35.50789722 | -97.89955833 | 20.748 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 91.9 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 5700 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
1474 BRKEY
1990 NBI No.
1990 On Under
1 Structure No.
0906 0211 X Control No.
006 Lane Ind.
Milepoint
02110 Facility Carried
S.H. 66 Feature Intersected
CREEK Division
04 County
017 Location
2.2 MI. E. JCT. US81 Sufficiency
91.9 Kind Hwy
3 Level Service
1 Route No.
00066 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
56.401 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
1928 ADT Total
5700 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
FG Appr. Roadway Width
36.001 Span Type Main
M Material
1 - Concrete Design
19 Length
20.748 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.053 HS Inv. Rating Method
2 HS Inv. Method
36.046 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
9120 Future ADT Year
2042 Bypass Detour
11.806053 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
01990 ODOT County
09 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft. X 5ft. X 56ft. R.C.BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0906 0211 X H Index
96.9237 Latitude
35:30:28.43 Longitude
-97:53:58.41 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 66 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
NBI Text
01990 Vault Link
http://plansrv1/bridgemaintvault/b01990 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
35.50789722 Longitude DD
-97.89955833 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
1474 x
-10898128.982182 y
4233118.3554975 |
|||||||||||||||||||||||||||||||||||||
| 01989 | 7608 0210 X | 1989 | — | U.S. 64 | CREEK | 7608 0210 X | 2-10X4X81.4ft. RCB | 1928 | 36.7974 | -98.61013889 | 20.997 | 81.4 | — | 2 | 0 | 2 | 79.4 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 95.3 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 2100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
1473 BRKEY
1989 NBI No.
1989 On Under
1 Structure No.
7608 0210 X Control No.
008 Lane Ind.
Milepoint
02100 Facility Carried
U.S. 64 Feature Intersected
CREEK Division
06 County
151 Location
2.1 MI E JCT US-281 Sufficiency
95.3 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
79.4 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
1928 ADT Total
2100 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
79.4 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
38.999 Span Type Main
M Material
1 - Concrete Design
19 Length
20.997 Deck Width
81.4 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
6 Structure Rating
6 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
67.3 HS Inv. Rating Method
1 HS Inv. Method
40.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3360 Future ADT Year
2042 Bypass Detour
29.204446 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
nr Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
01989 ODOT County
76 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
2-10X4X81.4ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7608 0210 X H Index
96.3313 Latitude
36:47:50.64 Longitude
-98:36:36.5 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 64 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
01989 Vault Link
http://plansrv1/bridgemaintvault/b01989 GIS FO/SD
Meets Standards H Inv. Method
22.4 Latitude DD
36.7974 Longitude DD
-98.61013889 ODOT County Number
76 Maint. Dist.
6 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
1473 x
-10977230.4482888 y
4410904.4585024 |
|||||||||||||||||||||||||||||||||||||
| 01988 | 3602R0204 X | 1988 | — | U.S. 60 | CREEK | 3602R0204 X | 2-10ft.X 6ft.X 30ft. R.C.B | 1928 | 36.695 | -97.42666667 | 22.966 | 32.001 | — | 2 | 0 | 2 | 30 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 87.2 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 1370 | 2001 | 4 | Unmatched |
|
Raw data
OBJECTID
1472 BRKEY
1988 NBI No.
1988 On Under
1 Structure No.
3602R0204 X Control No.
002 Lane Ind.
Milepoint
02040 Facility Carried
U.S. 60 Feature Intersected
CREEK Division
04 County
071 Location
2.1 MI E GRANT C/L Sufficiency
87.2 Kind Hwy
2 Level Service
1 Route No.
00060 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
29.856 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
1928 ADT Total
1370 ADT Year
2001 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
2 Fill RCB
02 Appr. Roadway Width
30 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
32.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
9 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
4 Culv. Rating
6 Structure Rating
6 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
5 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
48.612 HS Inv. Rating Method
2 HS Inv. Method
35.715 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
1400 Future ADT Year
2018 Bypass Detour
36.039529 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
01988 ODOT County
36 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 6ft.X 30ft. R.C.B Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
3602R0204 X H Index
67 Latitude
36:41:42 Longitude
-97:25:36 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
U.S. 60 Scour
2 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
01988 Vault Link
http://plansrv1/bridgemaintvault/b01988 GIS FO/SD
Meets Standards H Inv. Method
35.715 Latitude DD
36.695 Longitude DD
-97.42666667 ODOT County Number
36 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
1472 x
-10845486.9233904 y
4396678.56104932 |
|||||||||||||||||||||||||||||||||||||
| 01987 | 5902R0184 X | 1987 | — | U.S. 64 | CREEK | 5902 0184 X | 3-8ft. X 8ft. X 22ft. R.C. BOX WITH HEADWALL | 1928 | 36.31896667 | -96.89178333 | 27.887 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 92.5 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 1700 | 2012 | 4 | Unmatched |
|
Raw data
OBJECTID
1471 BRKEY
1987 NBI No.
1987 On Under
1 Structure No.
5902R0184 X Control No.
002 Lane Ind.
Milepoint
01840 Facility Carried
U.S. 64 Feature Intersected
CREEK Division
08 County
117 Location
1.9 MI E NOBLE C/L Sufficiency
92.5 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
22.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1928 ADT Total
1700 ADT Year
2012 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
00 Appr. Roadway Width
26.001 Span Type Main
M Material
1 - Concrete Design
19 Length
27.887 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
51.7 HS Inv. Rating Method
1 HS Inv. Method
31 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2720 Future ADT Year
2032 Bypass Detour
34.796787 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
Nar Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
01987 ODOT County
59 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-8ft. X 8ft. X 22ft. R.C. BOX WITH HEADWALL Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5902 0184 X H Index
51.5375 Latitude
36:19:08.28 Longitude
-96:53:30.42 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
01987 Vault Link
http://plansrv1/bridgemaintvault/b01987 GIS FO/SD
Meets Standards H Inv. Method
17.8 Latitude DD
36.31896667 Longitude DD
-96.89178333 ODOT County Number
59 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
1471 x
-10785943.9823478 y
4344599.92089393 |
|||||||||||||||||||||||||||||||||||||
| 01896 | 7502 0656NXF | 1896 | — | I-40 N FRONTAGE RD | TURKEY CREEK | 7502 0656NXF | 2-34ft. I-BEAM SPANS | 1927 | 35.42193056 | -99.25039722 | 75.131 | 22.999 | — | 2 | 0 | 2 | 20 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 55.6 | Fair (5) | Fair (5) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | A | 300 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
1470 BRKEY
1896 NBI No.
1896 On Under
1 Structure No.
7502 0656NXF Control No.
002 Lane Ind.
N Milepoint
06560 Facility Carried
I-40 N FRONTAGE RD Feature Intersected
TURKEY CREEK Division
05 County
149 Location
6.5 MI E BECKHAM C/L Sufficiency
55.6 Kind Hwy
2 Level Service
8 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
20 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1927 ADT Total
300 ADT Year
2022 Design Load
H 15 Skew
0 No. Main Spans
2 Road Width
20 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
20 Span Type Main
M Material
3 - Steel Design
02 Length
75.131 Deck Width
22.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
6 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
39.3 HS Inv. Rating Method
1 HS Inv. Method
23.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
480 Future ADT Year
2042 Bypass Detour
14.912909 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
01896 ODOT County
75 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-34ft. I-BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
F Alt. Structure Name
7502 0656NXF H Index
81.3428 Latitude
35:25:18.95 Longitude
-99:15:01.43 I257A
0 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-40 FRONTAGE RD. Scour
5 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
8 - Service and/or unclassified frontage road Historical Significance
4 Local Bridge ID
W NBI Text
01896 Vault Link
http://plansrv1/bridgemaintvault/b01896 GIS FO/SD
Meets Standards H Inv. Method
15.9 Latitude DD
35.42193056 Longitude DD
-99.25039722 ODOT County Number
75 Maint. Dist.
5 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
1470 x
-11048503.6795605 y
4221368.68364748 |