ODOT On System Bridges NBI
Oklahoma Department of Transportation (ArcGIS / NBI)
National Bridge Inventory data published by the Oklahoma Department of Transportation, exported from their public ArcGIS service. Cross-referenced against existing bridges by structure number / NBI number.
| Match | |||||||||||||||||||||||||||||||||||||
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| 11013 | 1670 1046 X | 11013 | Comanche | S.H. 115 | CREEK | 1670 1046 X | 3-10ft.X 10ft.X 28ft. R.C.BOX WITH CONC RAILS | 1949 | 34.84059444 | -98.67663333 | 32.001 | 29.856 | — | 3 | 0 | 2 | 27.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 88.8 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Fair (5) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
10732 BRKEY
11013 NBI No.
11013 On Under
1 Structure No.
1670 1046 X Control No.
070 Lane Ind.
Milepoint
10460 Facility Carried
S.H. 115 Feature Intersected
CREEK Division
07 County
031 Location
9.0 MI N & W MEERS Sufficiency
88.8 Kind Hwy
3 Level Service
1 Route No.
00115 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
1949 ADT Total
100 ADT Year
2022 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
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
26.001 Span Type Main
M Material
1 - Concrete Design
19 Length
32.001 Deck Width
29.856 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
5 Structure Rating
5 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
65.4 HS Inv. Rating Method
1 HS Inv. Method
39.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
160 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
11013 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
3-10ft.X 10ft.X 28ft. R.C.BOX WITH CONC RAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1670 1046 X H Index
97.1748 Latitude
34:50:26.14 Longitude
-98:40:35.88 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 115 Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
100 NBI Text
11013 Vault Link
http://plansrv1/bridgemaintvault/b11013 GIS FO/SD
Meets Standards H Inv. Method
22.2 Latitude DD
34.84059444 Longitude DD
-98.67663333 ODOT County Number
16 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
10732 x
-10984632.5754902 y
4142239.61020768 |
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| 11012 | 3212R1015 X | 11012 | Hughes | S.H. 9 | CREEK | 3212 1015 X | 2-10ft.X12ft.X38ft. RC BOX | 1949 | 35.23186111 | -96.26250278 | 22.966 | 23.999 | — | 2 | 0 | 2 | 23.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 54.9 | Poor (4) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Poor (4) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1800 | 2015 | 5 | Unmatched |
|
Raw data
OBJECTID
10731 BRKEY
11012 NBI No.
11012 On Under
1 Structure No.
3212R1015 X Control No.
012 Lane Ind.
Milepoint
10150 Facility Carried
S.H. 9 Feature Intersected
CREEK Division
03 County
063 Location
10.2 MI E SEMINOLE CL Sufficiency
54.9 Kind Hwy
3 Level Service
1 Route No.
00009 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1949 ADT Total
1800 ADT Year
2015 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
02 Appr. Roadway Width
32.001 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
4 Culv. Rating
4 Structure Rating
4 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
58.74 HS Inv. Rating Method
1 HS Inv. Method
35.26 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2880 Future ADT Year
2035 Bypass Detour
3.728227 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
11012 ODOT County
32 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.X12ft.X38ft. RC BOX Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
3212 1015 X H Index
61.8353 Latitude
35:13:54.7 Longitude
-96:15:45.01 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 9 Scour
5 Design Structure
19 - Culvert FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
11012 Vault Link
http://plansrv1/bridgemaintvault/b11012 GIS FO/SD
SD H Inv. Method
19.59 Latitude DD
35.23186111 Longitude DD
-96.26250278 ODOT County Number
32 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
10731 x
-10715892.7919557 y
4195434.95486261 |
|||||||||||||||||||||||||||||||||||||
| 11011 | 1670 0856 X | 11011 | Comanche | S.H. 115 | RANCH CREEK | 1670 0856 X | 2-10ft.X 11ft.X 28ft. R.C.BOX WITH HANDRAILS | 1949 | 34.826075 | -98.66009722 | 22.966 | 29.856 | — | 2 | 0 | 2 | 27.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 99.8 | 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 | 100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
10730 BRKEY
11011 NBI No.
11011 On Under
1 Structure No.
1670 0856 X Control No.
070 Lane Ind.
Milepoint
08560 Facility Carried
S.H. 115 Feature Intersected
RANCH CREEK Division
07 County
031 Location
7.2 MI N & W MEERS Sufficiency
99.8 Kind Hwy
3 Level Service
1 Route No.
00115 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
1949 ADT Total
100 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
27.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
26.001 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
29.856 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
5 Culv. Rating
6 Structure Rating
6 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
62.4 HS Inv. Rating Method
1 HS Inv. Method
37.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
160 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
11011 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 11ft.X 28ft. R.C.BOX WITH HANDRAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1670 0856 X H Index
94.7792 Latitude
34:49:33.87 Longitude
-98:39:36.35 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 115 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
099 NBI Text
11011 Vault Link
http://plansrv1/bridgemaintvault/b11011 GIS FO/SD
Meets Standards H Inv. Method
20.8 Latitude DD
34.826075 Longitude DD
-98.66009722 ODOT County Number
16 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
10730 x
-10982791.7841453 y
4140270.47869668 |
|||||||||||||||||||||||||||||||||||||
| 11010 | 4506 0808 X | 11010 | McCurtain | S.H. 3 | CREEK | 4506 0808 X | (2) 10ft. X 9ft. X 113.5ft. LONG RCB SK 30° | 1949 | 34.147775 | -95.02015278 | 26.601 | 0 | — | 2 | 30 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 81.6 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 1200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
10729 BRKEY
11010 NBI No.
11010 On Under
1 Structure No.
4506 0808 X Control No.
006 Lane Ind.
Milepoint
08080 Facility Carried
S.H. 3 Feature Intersected
CREEK Division
02 County
089 Location
8.1 E PUSHMATAHA C/L Sufficiency
81.6 Kind Hwy
3 Level Service
1 Route No.
00003 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
47.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1949 ADT Total
1200 ADT Year
2022 Design Load
H 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
6 Appr. Roadway Width
30 Span Type Main
M Material
1 - Concrete Design
19 Length
26.601 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
7 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
42.74 HS Inv. Rating Method
1 HS Inv. Method
25.76 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1920 Future ADT Year
2042 Bypass Detour
59.030263 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
11010 ODOT County
45 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(2) 10ft. X 9ft. X 113.5ft. LONG RCB SK 30° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4506 0808 X H Index
93.1604 Latitude
34:08:51.99 Longitude
-95:01:12.55 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 3 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
33 NBI Text
11010 Vault Link
http://plansrv1/bridgemaintvault/b11010 GIS FO/SD
Meets Standards H Inv. Method
21.07 Latitude DD
34.147775 Longitude DD
-95.02015278 ODOT County Number
45 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
10729 x
-10577595.0225687 y
4048661.89997847 |
|||||||||||||||||||||||||||||||||||||
| 11105 | 5418R1564 X | 11105 | Okfuskee | S.H. 56 | NUYAKA CREEK O'FLOW | 5418 1564 X | 5-25ft. CONC. SLAB SPA | 1949 | 35.59666667 | -96.215 | 125 | 26.903 | — | 5 | 0 | 2 | 23.95 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 49.6 | Fair (5) | Satisfactory (6) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 810 | 2006 | 5 | Unmatched |
|
Raw data
OBJECTID
10716 BRKEY
11105 NBI No.
11105 On Under
1 Structure No.
5418R1564 X Control No.
018 Lane Ind.
Milepoint
15640 Facility Carried
S.H. 56 Feature Intersected
NUYAKA CREEK O'FLOW Division
03 County
107 Location
15.6 MI N&E JCT US 62 Sufficiency
49.6 Kind Hwy
3 Level Service
1 Route No.
00056 Service Type On
1 Service Type Off
9 Vertical Clearance
N Horizontal Clearance
23.95 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1949 ADT Total
810 ADT Year
2006 Design Load
H 15 Skew
0 No. Main Spans
5 Road Width
23.95 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
125 Deck Width
26.903 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
6 Super Rating
6 Sub Rating
5 Chan. Rating
7 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
38.471 HS Inv. Rating Method
1 HS Inv. Method
21.716 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1296 Future ADT Year
2026 Bypass Detour
37.282271 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
11105 ODOT County
54 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.64 Rt. Curb SW
1.64 Description
5-25ft. CONC. SLAB SPA Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5418 1564 X H Index
87.0457 Latitude
35:35:48 Longitude
-96:12:54 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 56 Scour
8 Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
11105 Vault Link
http://plansrv1/bridgemaintvault/b11105 GIS FO/SD
Meets Standards H Inv. Method
12.125 Latitude DD
35.59666667 Longitude DD
-96.215 ODOT County Number
54 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
10716 x
-10710604.8066748 y
4245264.3124847 |
|||||||||||||||||||||||||||||||||||||
| 11104 | 4506R1267 X | 11104 | McCurtain | S.H. 3 | HORSE HEAD CREEK | 4506 1267 X | (3) 40ft. RC BEAM SK 45° | 1949 | 34.11387778 | -94.96249167 | 122.001 | 32.999 | — | 3 | 45 | 2 | 27.999 | 1 - Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 91.1 | Satisfactory (6) | Good (7) | Satisfactory (6) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 1300 | 2014 | 5 | Unmatched |
|
Raw data
OBJECTID
10715 BRKEY
11104 NBI No.
11104 On Under
1 Structure No.
4506R1267 X Control No.
006 Lane Ind.
Milepoint
12670 Facility Carried
S.H. 3 Feature Intersected
HORSE HEAD CREEK Division
02 County
089 Location
12.7 E PUSHMATAHA C/L Sufficiency
91.1 Kind Hwy
3 Level Service
1 Route No.
00003 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
27.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1949 ADT Total
1300 ADT Year
2014 Design Load
H 20 Skew
45 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
30 Span Type Main
M Material
1 - Concrete Design
02 Length
122.001 Deck Width
32.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
6 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
6 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
6 HS Operating Rating Method
2 HS Operating Rating
74.075 HS Inv. Rating Method
2 HS Inv. Method
44.644 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
2080 Future ADT Year
2034 Bypass Detour
3.728227 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
11104 ODOT County
45 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
2.5 Rt. Curb SW
2.5 Description
(3) 40ft. RC BEAM SK 45° Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4506 1267 X H Index
95.952 Latitude
34:06:49.96 Longitude
-94:57:44.97 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 3 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
34 NBI Text
11104 Vault Link
http://plansrv1/bridgemaintvault/b11104 GIS FO/SD
Meets Standards H Inv. Method
31.085 Latitude DD
34.11387778 Longitude DD
-94.96249167 ODOT County Number
45 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
10715 x
-10571176.2171649 y
4044103.29862715 |
|||||||||||||||||||||||||||||||||||||
| 11103 | 1124R0979 X | 11103 | Cherokee | S.H. 82 | FOURTEEN MILE CREEK | 1124 0979 X | 3-40ft. CONC. GIRDER S | 1949 | 36.01148056 | -95.03472222 | 123.031 | 23.999 | — | 3 | 0 | 2 | 22.001 | 1 - Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 37.8 | Fair (5) | Poor (4) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 3600 | 2014 | 5 | Unmatched |
|
Raw data
OBJECTID
10714 BRKEY
11103 NBI No.
11103 On Under
1 Structure No.
1124R0979 X Control No.
024 Lane Ind.
Milepoint
09790 Facility Carried
S.H. 82 Feature Intersected
FOURTEEN MILE CREEK Division
01 County
021 Location
9.7 MI N US62 Sufficiency
37.8 Kind Hwy
3 Level Service
1 Route No.
00082 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
1949 ADT Total
3600 ADT Year
2014 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
-1 Appr. Roadway Width
30 Span Type Main
M Material
1 - Concrete Design
02 Length
123.031 Deck Width
23.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
4 Super Rating
5 Sub Rating
5 Chan. Rating
7 Culv. Rating
N Structure Rating
5 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
39.793 HS Inv. Rating Method
1 HS Inv. Method
22.046 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5760 Future ADT Year
2034 Bypass Detour
52.816551 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
Y Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
11103 ODOT County
11 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.001 Rt. Curb SW
1.001 Description
3-40ft. CONC. GIRDER S Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1124 0979 X H Index
77.6403 Latitude
36:00:41.33 Longitude
-95:02:05 I257A
1 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 82 Scour
5 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
0 NBI Text
11103 Vault Link
http://plansrv1/bridgemaintvault/b11103 GIS FO/SD
SD H Inv. Method
15.432 Latitude DD
36.01148056 Longitude DD
-95.03472222 ODOT County Number
11 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
10714 x
-10579216.8852106 y
4302201.194404 |
|||||||||||||||||||||||||||||||||||||
| 11102 | 5604R0930EX | 11102 | Okmulgee | U.S. 62 | DEEP FORK CREEK O'FLOW | 5604 0930EX | (5) 25ft. CONCRETE SLAB | 1949 | 35.56321111 | -95.95392222 | 127.001 | 32.999 | — | 5 | 0 | 2 | 27.999 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 66.6 | Fair (5) | Satisfactory (6) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 7850 | 2015 | 5 | Unmatched |
|
Raw data
OBJECTID
10713 BRKEY
11102 NBI No.
11102 On Under
1 Structure No.
5604R0930EX Control No.
004 Lane Ind.
E Milepoint
09300 Facility Carried
U.S. 62 Feature Intersected
DEEP FORK CREEK O'FLOW Division
01 County
111 Location
9.30 N JCT I-40 Sufficiency
66.6 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
9 Vertical Clearance
N Horizontal Clearance
27.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1949 ADT Total
7850 ADT Year
2015 Design Load
H 20 Skew
0 No. Main Spans
5 Road Width
27.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
53.999 Span Type Main
M Material
1 - Concrete Design
01 Length
127.001 Deck Width
32.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
6 Super Rating
5 Sub Rating
5 Chan. Rating
5 Culv. Rating
N Structure Rating
5 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
53.572 HS Inv. Rating Method
1 HS Inv. Method
30.534 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
12560 Future ADT Year
2035 Bypass Detour
0.1 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
11102 ODOT County
56 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
2.5 Rt. Curb SW
2.5 Description
(5) 25ft. CONCRETE SLAB Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5604 0930EX H Index
89.3202 Latitude
35:33:47.56 Longitude
-95:57:14.12 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
US-62,75 Scour
8 Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
04-0930E NBI Text
11102 Vault Link
http://plansrv1/bridgemaintvault/b11102 GIS FO/SD
Meets Standards H Inv. Method
16.865 Latitude DD
35.56321111 Longitude DD
-95.95392222 ODOT County Number
56 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
10713 x
-10681541.7611478 y
4240685.14703435 |
|||||||||||||||||||||||||||||||||||||
| 11101 | 1016R0616 X | 11101 | Carter | S.H. 53 | CADDO CREEK O'FLOW | 1016 0616 X | (5) 25ft. CONCRETE SLAB SPANS | 1949 | 34.33258611 | -97.39904167 | 125 | 27.001 | — | 5 | 0 | 2 | 23.999 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Closed (K) | 63.3 | Fair (5) | Fair (5) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1200 | 2012 | 5 | Unmatched |
|
Raw data
OBJECTID
10712 BRKEY
11101 NBI No.
11101 On Under
1 Structure No.
1016R0616 X Control No.
016 Lane Ind.
Milepoint
06160 Facility Carried
S.H. 53 Feature Intersected
CADDO CREEK O'FLOW Division
07 County
019 Location
6.3 MI E JCT SH76 Sufficiency
63.3 Kind Hwy
3 Level Service
1 Route No.
00053 Service Type On
1 Service Type Off
9 Vertical Clearance
N Horizontal Clearance
23.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1949 ADT Total
1200 ADT Year
2012 Design Load
H 15 Skew
0 No. Main Spans
5 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
01 Length
125 Deck Width
27.001 Bridge Open Closed
K TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
6 Sub Rating
6 Chan. Rating
8 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
41.778 HS Inv. Rating Method
2 HS Inv. Method
23.7 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
1920 Future ADT Year
2032 Bypass Detour
41.010498 School Bus Rte.
3 Posted Weight
CLOSED 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
11101 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
1 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
(5) 25ft. CONCRETE SLAB SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1016 0616 X H Index
84.8154 Latitude
34:19:57.31 Longitude
-97:23:56.55 I257A
1 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 53 Scour
7 Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
041 NBI Text
11101 Vault Link
http://plansrv1/bridgemaintvault/b11101 GIS FO/SD
Meets Standards H Inv. Method
13.228 Latitude DD
34.33258611 Longitude DD
-97.39904167 ODOT County Number
10 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
10712 x
-10842411.7224572 y
4073548.12168316 |
|||||||||||||||||||||||||||||||||||||
| 11100 | 1016R0576 X | 11100 | Carter | S.H. 53 | CADDO CREEK O'FLOW | 1016 0576 X | (5) 25ft. CONCRETE SLAB SPANS | 1949 | 34.33258889 | -97.40610278 | 125 | 27.001 | — | 5 | 0 | 2 | 23.999 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Closed (K) | 64.4 | Fair (5) | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1200 | 2012 | 5 | Unmatched |
|
Raw data
OBJECTID
10711 BRKEY
11100 NBI No.
11100 On Under
1 Structure No.
1016R0576 X Control No.
016 Lane Ind.
Milepoint
05760 Facility Carried
S.H. 53 Feature Intersected
CADDO CREEK O'FLOW Division
07 County
019 Location
5.9 MI E JCT SH76 Sufficiency
64.4 Kind Hwy
3 Level Service
1 Route No.
00053 Service Type On
1 Service Type Off
9 Vertical Clearance
N Horizontal Clearance
23.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1949 ADT Total
1200 ADT Year
2012 Design Load
H 15 Skew
0 No. Main Spans
5 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
30 Span Type Main
M Material
1 - Concrete Design
01 Length
125 Deck Width
27.001 Bridge Open Closed
K TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
6 Sub Rating
6 Chan. Rating
8 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
41.778 HS Inv. Rating Method
2 HS Inv. Method
23.7 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
1920 Future ADT Year
2032 Bypass Detour
41.010498 School Bus Rte.
3 Posted Weight
CLOSED 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
11100 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
1 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
(5) 25ft. CONCRETE SLAB SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1016 0576 X H Index
88.6618 Latitude
34:19:57.32 Longitude
-97:24:21.97 I257A
1 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 53 Scour
7 Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
039 NBI Text
11100 Vault Link
http://plansrv1/bridgemaintvault/b11100 GIS FO/SD
Meets Standards H Inv. Method
13.228 Latitude DD
34.33258889 Longitude DD
-97.40610278 ODOT County Number
10 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
10711 x
-10843197.7616269 y
4073548.49644286 |
|||||||||||||||||||||||||||||||||||||
| 11009 | 1670 0744 X | 11009 | Comanche | S.H. 115 | CREEK | 1670 0744 X | 2-10ft.X 8ft.X 28ft. R.C.BOX WITH HANDRAILS | 1949 | 34.82623611 | -98.64041389 | 22.966 | 29.856 | — | 2 | 0 | 2 | 27.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 99.8 | 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 | 100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
10710 BRKEY
11009 NBI No.
11009 On Under
1 Structure No.
1670 0744 X Control No.
070 Lane Ind.
Milepoint
07440 Facility Carried
S.H. 115 Feature Intersected
CREEK Division
07 County
031 Location
6.0 MI N & W MEERS Sufficiency
99.8 Kind Hwy
3 Level Service
1 Route No.
00115 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
1949 ADT Total
100 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
27.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
26.001 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
29.856 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
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60.7 HS Inv. Rating Method
1 HS Inv. Method
36.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
160 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
11009 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 8ft.X 28ft. R.C.BOX WITH HANDRAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1670 0744 X H Index
94.7176 Latitude
34:49:34.45 Longitude
-98:38:25.49 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 115 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
098 NBI Text
11009 Vault Link
http://plansrv1/bridgemaintvault/b11009 GIS FO/SD
Meets Standards H Inv. Method
20.2 Latitude DD
34.82623611 Longitude DD
-98.64041389 ODOT County Number
16 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
10710 x
-10980600.6458725 y
4140292.32658605 |
|||||||||||||||||||||||||||||||||||||
| 11008 | 1502 0614 X | 11008 | Coal | U.S. 75 | CREEK | 1502 0614 X | 2-8ft.X7ft.X51ft. RDY RC B | 1949 | 34.50121389 | -96.21965833 | 25.919 | 0 | — | 2 | 45 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 91.9 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 4100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
10709 BRKEY
11008 NBI No.
11008 On Under
1 Structure No.
1502 0614 X Control No.
002 Lane Ind.
Milepoint
06140 Facility Carried
U.S. 75 Feature Intersected
CREEK Division
03 County
029 Location
6.3 MI N ATOKA CO Sufficiency
91.9 Kind Hwy
2 Level Service
1 Route No.
00075 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
27.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1949 ADT Total
4100 ADT Year
2022 Design Load
H 20 Skew
45 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
4 Appr. Roadway Width
27.999 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
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
99.97 HS Inv. Rating Method
1 HS Inv. Method
67.96 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6560 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
11008 ODOT County
15 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-8ft.X7ft.X51ft. RDY RC B Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1502 0614 X H Index
97.3762 Latitude
34:30:04.37 Longitude
-96:13:10.77 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 75 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
11008 Vault Link
http://plansrv1/bridgemaintvault/b11008 GIS FO/SD
Meets Standards H Inv. Method
37.75 Latitude DD
34.50121389 Longitude DD
-96.21965833 ODOT County Number
15 Maint. Dist.
3 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
10709 x
-10711123.3695984 y
4096303.0087841 |
|||||||||||||||||||||||||||||||||||||
| 11007 | 1670 0580 X | 11007 | Comanche | S.H. 115 | FRIZZIE HEAD CREEK | 1670 0580 X | 2-10ft.X 10ft.X 28ft. R.C.BOX WITH HANDRAILS | 1949 | 34.81154167 | -98.62841944 | 22.966 | 29.856 | — | 2 | 0 | 2 | 27.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 96.7 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 150 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
10708 BRKEY
11007 NBI No.
11007 On Under
1 Structure No.
1670 0580 X Control No.
070 Lane Ind.
Milepoint
05800 Facility Carried
S.H. 115 Feature Intersected
FRIZZIE HEAD CREEK Division
07 County
031 Location
4.5 MI N & W MEERS Sufficiency
96.7 Kind Hwy
3 Level Service
1 Route No.
00115 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
1949 ADT Total
150 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
27.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
26.03 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
29.856 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
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
62.7 HS Inv. Rating Method
1 HS Inv. Method
37.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
240 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
11007 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 10ft.X 28ft. R.C.BOX WITH HANDRAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1670 0580 X H Index
89.3052 Latitude
34:48:41.55 Longitude
-98:37:42.31 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 115 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
097 NBI Text
11007 Vault Link
http://plansrv1/bridgemaintvault/b11007 GIS FO/SD
Meets Standards H Inv. Method
20.9 Latitude DD
34.81154167 Longitude DD
-98.62841944 ODOT County Number
16 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
10708 x
-10979265.4298062 y
4138299.8110387 |
|||||||||||||||||||||||||||||||||||||
| 11006 | 1702 0528 X | 11006 | Cotton | U.S. 70 | CREEK | 1702 0528 X | 2-10ft.X 7ft.X 38ft. R.C.BOX WITH HANDRAILS | 1949 | 34.17361111 | -98.5325 | 22.966 | 40 | — | 2 | 0 | 2 | 37.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 89.9 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 1600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
10707 BRKEY
11006 NBI No.
11006 On Under
1 Structure No.
1702 0528 X Control No.
002 Lane Ind.
Milepoint
05280 Facility Carried
U.S. 70 Feature Intersected
CREEK Division
07 County
033 Location
5.3 MI S TILLMAN C/L Sufficiency
89.9 Kind Hwy
2 Level Service
1 Route No.
00070 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1949 ADT Total
1600 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
37.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
3 Appr. Roadway Width
26.001 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
40 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
52.83 HS Inv. Rating Method
1 HS Inv. Method
31.69 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2560 Future ADT Year
2042 Bypass Detour
37.903642 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
11006 ODOT County
17 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 7ft.X 38ft. R.C.BOX WITH HANDRAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1702 0528 X H Index
99.1922 Latitude
34:10:25 Longitude
-98:31:57 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 70 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
4 NBI Text
11006 Vault Link
http://plansrv1/bridgemaintvault/b11006 GIS FO/SD
Meets Standards H Inv. Method
17.6 Latitude DD
34.17361111 Longitude DD
-98.5325 ODOT County Number
17 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
10707 x
-10968587.7265882 y
4052137.64725379 |
|||||||||||||||||||||||||||||||||||||
| 11005 | 1702 0474 X | 11005 | Cotton | U.S. 70 | CREEK | 1702 0474 X | 2-10ft.X 9ft.X 38ft. R.C.BOX WITH HANDRAILS & DROP INLET | 1949 | 34.17361111 | -98.54166667 | 22.966 | 40 | — | 2 | 0 | 2 | 37.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 89.7 | 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 | 1600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
10706 BRKEY
11005 NBI No.
11005 On Under
1 Structure No.
1702 0474 X Control No.
002 Lane Ind.
Milepoint
04740 Facility Carried
U.S. 70 Feature Intersected
CREEK Division
07 County
033 Location
4.7 MI E TILLMAN C/L Sufficiency
89.7 Kind Hwy
2 Level Service
1 Route No.
00070 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
38.002 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1949 ADT Total
1600 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
37.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
26.001 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
40 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
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
52.41 HS Inv. Rating Method
1 HS Inv. Method
31.44 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2560 Future ADT Year
2042 Bypass Detour
37.903642 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
11005 ODOT County
17 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 9ft.X 38ft. R.C.BOX WITH HANDRAILS & DROP INLET Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1702 0474 X H Index
99.9762 Latitude
34:10:25 Longitude
-98:32:30 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 70 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
3 NBI Text
11005 Vault Link
http://plansrv1/bridgemaintvault/b11005 GIS FO/SD
Meets Standards H Inv. Method
17.46 Latitude DD
34.17361111 Longitude DD
-98.54166667 ODOT County Number
17 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
10706 x
-10969608.1556249 y
4052137.64725379 |
|||||||||||||||||||||||||||||||||||||
| 11004 | 6312 0437 X | 11004 | Pottawatomie | U.S. 270 | BRIER CREEK | 6312 0437 X | 2-10ft.X13ft.X38ft. RC W/G | 1949 | 35.25955 | -96.84510833 | 22.966 | 37.999 | — | 2 | 0 | 2 | 37.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 81.2 | 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 | 5200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
10705 BRKEY
11004 NBI No.
11004 On Under
1 Structure No.
6312 0437 X Control No.
012 Lane Ind.
Milepoint
04370 Facility Carried
U.S. 270 Feature Intersected
BRIER CREEK Division
03 County
125 Location
4.6 MI E JCT US 177 Sufficiency
81.2 Kind Hwy
2 Level Service
1 Route No.
00270 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.73 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
1949 ADT Total
5200 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
37.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
37.999 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
37.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
5 Structure Rating
5 Deck Geometry
5 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
8320 Future ADT Year
2042 Bypass Detour
14.912909 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
11004 ODOT County
63 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X13ft.X38ft. RC W/G Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6312 0437 X H Index
66.2807 Latitude
35:15:34.38 Longitude
-96:50:42.39 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 270 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
11004 Vault Link
http://plansrv1/bridgemaintvault/b11004 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
35.25955 Longitude DD
-96.84510833 ODOT County Number
63 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
10705 x
-10780748.145115 y
4199209.1320644 |
|||||||||||||||||||||||||||||||||||||
| 11099 | 1216R0124 X | 11099 | Choctaw | S.H. 109 | HORSE CREEK | 1216 0124 X | 35ft. - 50ft. - 35ft. RC BEAM | 1949 | 33.91000278 | -95.47583333 | 122.001 | 24.501 | — | 3 | 0 | 2 | 22.001 | 1 - Concrete | Girder and Floorbeam System (03) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 66.9 | Fair (5) | Satisfactory (6) | Satisfactory (6) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 520 | 2016 | 5 | Unmatched |
|
Raw data
OBJECTID
10692 BRKEY
11099 NBI No.
11099 On Under
1 Structure No.
1216R0124 X Control No.
016 Lane Ind.
Milepoint
01240 Facility Carried
S.H. 109 Feature Intersected
HORSE CREEK Division
02 County
023 Location
1.24 E JCT US-271 Sufficiency
66.9 Kind Hwy
3 Level Service
1 Route No.
00109 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
1949 ADT Total
520 ADT Year
2016 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
-1 Appr. Roadway Width
30 Span Type Main
M Material
1 - Concrete Design
03 Length
122.001 Deck Width
24.501 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
6 Super Rating
6 Sub Rating
7 Chan. Rating
5 Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
43.872 HS Inv. Rating Method
1 HS Inv. Method
24.251 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
832 Future ADT Year
2036 Bypass Detour
19.883878 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
Y Advanced Warning Sign
Y Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
11099 ODOT County
12 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
1.25 Rt. Curb SW
1.25 Description
35ft. - 50ft. - 35ft. RC BEAM Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1216 0124 X H Index
91.5807 Latitude
33:54:36.01 Longitude
-95:28:33 I257A
1 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
S.H. 109 Scour
8 Design Structure
3 - Girder and Floorbeam System FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
022 NBI Text
11099 Vault Link
http://plansrv1/bridgemaintvault/b11099 GIS FO/SD
Meets Standards H Inv. Method
18.629 Latitude DD
33.91000278 Longitude DD
-95.47583333 ODOT County Number
12 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
10692 x
-10628321.149359 y
4016723.9904582 |
|||||||||||||||||||||||||||||||||||||
| 11098 | 4226R0111 X | 11098 | Logan | S.H. 74D | ROCK CREEK | 4226 0111 X | 36ft.-50ft.-36ft. I-BM. SPANS WITH 2-1.5ft. SAFETY CURBS | 1949 | 36.05725278 | -97.61493611 | 121.063 | 28.999 | — | 3 | 0 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 57.5 | Poor (4) | Poor (4) | Fair (5) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 140 | 2016 | 5 | Unmatched |
|
Raw data
OBJECTID
10691 BRKEY
11098 NBI No.
11098 On Under
1 Structure No.
4226R0111 X Control No.
026 Lane Ind.
Milepoint
01110 Facility Carried
S.H. 74D Feature Intersected
ROCK CREEK Division
04 County
083 Location
1.7 MI W JCT SH 74 Sufficiency
57.5 Kind Hwy
3 Level Service
1 Route No.
0074D Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
23.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1949 ADT Total
140 ADT Year
2016 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
23.999 Span Type Main
M Material
3 - Steel Design
02 Length
121.063 Deck Width
28.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
4 Super Rating
5 Sub Rating
4 Chan. Rating
5 Culv. Rating
N Structure Rating
4 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
49.824 HS Inv. Rating Method
1 HS Inv. Method
29.873 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
224 Future ADT Year
2036 Bypass Detour
3.728227 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
11098 ODOT County
42 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
36ft.-50ft.-36ft. I-BM. SPANS WITH 2-1.5ft. SAFETY CURBS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4226 0111 X H Index
78.5134 Latitude
36:03:26.11 Longitude
-97:36:53.77 I257A
1 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 74D Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
11098 Vault Link
http://plansrv1/bridgemaintvault/b11098 GIS FO/SD
SD H Inv. Method
23.038 Latitude DD
36.05725278 Longitude DD
-97.61493611 ODOT County Number
42 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
10691 x
-10866444.9815831 y
4308502.12864128 |
|||||||||||||||||||||||||||||||||||||
| 11097 | 3710R0074 X | 11097 | Kingfisher | S.H. 33 | UNCLE JOHN'S CREEK O'FLO | 3710 0074 X | 5-25ft. CONC. SLAB SPANS WITH 2-1.5ft. SAFETY CURBS | 1949 | 35.86063611 | -97.91951111 | 125 | 32.999 | — | 5 | 0 | 2 | 27.999 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 42.1 | Poor (4) | Fair (5) | Fair (5) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 2300 | 2014 | 4 | Unmatched |
|
Raw data
OBJECTID
10690 BRKEY
11097 NBI No.
11097 On Under
1 Structure No.
3710R0074 X Control No.
010 Lane Ind.
Milepoint
00740 Facility Carried
S.H. 33 Feature Intersected
UNCLE JOHN'S CREEK O'FLO Division
04 County
073 Location
.8 MI E JCT US 81 Sufficiency
42.1 Kind Hwy
3 Level Service
1 Route No.
00033 Service Type On
1 Service Type Off
9 Vertical Clearance
_ Horizontal Clearance
27.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1949 ADT Total
2300 ADT Year
2014 Design Load
H 20 Skew
0 No. Main Spans
5 Road Width
27.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
01 Length
125 Deck Width
32.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
5 Sub Rating
4 Chan. Rating
7 Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
50.376 HS Inv. Rating Method
1 HS Inv. Method
28.55 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3680 Future ADT Year
2034 Bypass Detour
52.816551 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
11097 ODOT County
37 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
5-25ft. CONC. SLAB SPANS WITH 2-1.5ft. SAFETY CURBS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
3710 0074 X H Index
91.6115 Latitude
35:51:38.29 Longitude
-97:55:10.24 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 33 Scour
8 Design Structure
1 - Slab FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
11097 Vault Link
http://plansrv1/bridgemaintvault/b11097 GIS FO/SD
SD H Inv. Method
15.873 Latitude DD
35.86063611 Longitude DD
-97.91951111 ODOT County Number
37 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
10690 x
-10900350.1154915 y
4281462.02115372 |
|||||||||||||||||||||||||||||||||||||
| 11095 | 2520R2128 X | 11095 | Garvin | S.H. 29 | RED BRANCH CREEK O'FLOW | 2520R2128 X | 5-22.5ft. CONCRETE SLA | 1949 | 34.65170278 | -97.20385833 | 112.861 | 30.84 | — | 5 | 0 | 2 | 25.919 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 48 | Fair (5) | Satisfactory (6) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 3710 | 2001 | 5 | Unmatched |
|
Raw data
OBJECTID
10688 BRKEY
11095 NBI No.
11095 On Under
1 Structure No.
2520R2128 X Control No.
020 Lane Ind.
Milepoint
21280 Facility Carried
S.H. 29 Feature Intersected
RED BRANCH CREEK O'FLOW Division
03 County
049 Location
0.4 MI W JCT US 77 Sufficiency
48 Kind Hwy
3 Level Service
1 Route No.
00029 Service Type On
1 Service Type Off
9 Vertical Clearance
N Horizontal Clearance
23.95 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1949 ADT Total
3710 ADT Year
2001 Design Load
H 20 Skew
0 No. Main Spans
5 Road Width
25.919 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
36.001 Span Type Main
M Material
1 - Concrete Design
01 Length
112.861 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.
7 Deck Rating
6 Super Rating
6 Sub Rating
5 Chan. Rating
7 Culv. Rating
N Structure Rating
5 Deck Geometry
3 Underclearance
N Bridge Posting
0 Waterway Adequacy
7 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
2800 Future ADT Year
2018 Bypass Detour
16.777022 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
11095 ODOT County
25 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.64 Rt. Curb SW
1.64 Description
5-22.5ft. CONCRETE SLA Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
2520R2128 X H Index
89.4864 Latitude
34:39:06.13 Longitude
-97:12:13.89 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 29 Scour
8 Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
11095 Vault Link
http://plansrv1/bridgemaintvault/b11095 GIS FO/SD
Meets Standards H Inv. Method
-1 Latitude DD
34.65170278 Longitude DD
-97.20385833 ODOT County Number
25 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
10688 x
-10820684.0124371 y
4116649.10329821 |
|||||||||||||||||||||||||||||||||||||
| 11094 | 4210R1564 X | 11094 | Logan | S.H. 51 | EAST BEAVER CREEK | 4210 1564 X | 35ft.-45ft.-35ft. I-BM. SPANS WITH PARAPET RAILS | 1949 | 36.11508333 | -97.39484444 | 116.329 | 32.999 | — | 3 | 0 | 2 | 27.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 27 | 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) | B | 1600 | 2020 | 5 | Unmatched |
|
Raw data
OBJECTID
10687 BRKEY
11094 NBI No.
11094 On Under
1 Structure No.
4210R1564 X Control No.
010 Lane Ind.
Milepoint
15640 Facility Carried
S.H. 51 Feature Intersected
EAST BEAVER CREEK Division
04 County
083 Location
SH 51; 0.3 MI W JCT US 77 Sufficiency
27 Kind Hwy
3 Level Service
1 Route No.
00051 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
27.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1949 ADT Total
1600 ADT Year
2020 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
Appr. Roadway Width
25.997 Span Type Main
M Material
3 - Steel Design
02 Length
116.329 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
4 Super Rating
4 Sub Rating
3 Chan. Rating
4 Culv. Rating
N Structure Rating
3 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
52 HS Inv. Rating Method
1 HS Inv. Method
31 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2560 Future ADT Year
2040 Bypass Detour
37.903642 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
11094 ODOT County
42 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0.299 Rt. Curb SW
0.299 Description
35ft.-45ft.-35ft. I-BM. SPANS WITH PARAPET RAILS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4210 1564 X H Index
57.3573 Latitude
36:06:54.3 Longitude
-97:23:41.44 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 51 Scour
3 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete and Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
11094 Vault Link
http://plansrv1/bridgemaintvault/b11094 GIS FO/SD
FOSD H Inv. Method
14 Latitude DD
36.11508333 Longitude DD
-97.39484444 ODOT County Number
42 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
10687 x
-10841944.4889509 y
4316468.23708058 |
|||||||||||||||||||||||||||||||||||||
| 11003 | 1702 0240 X | 11003 | Cotton | U.S. 70 | CREEK | 1702 0240 X | 2-10ft.X 10ft.X 65ft. R.C.BOX SK.60 DEG. | 1949 | 34.18111111 | -98.57944444 | 25.919 | 0 | — | 2 | 30 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 93.6 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 1600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
10686 BRKEY
11003 NBI No.
11003 On Under
1 Structure No.
1702 0240 X Control No.
002 Lane Ind.
Milepoint
02400 Facility Carried
U.S. 70 Feature Intersected
CREEK Division
07 County
033 Location
2.4 MI E TILLMAN C/L Sufficiency
93.6 Kind Hwy
2 Level Service
1 Route No.
00070 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
26.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1949 ADT Total
1600 ADT Year
2022 Design Load
H 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
6 Appr. Roadway Width
26.001 Span Type Main
M Material
1 - Concrete Design
19 Length
25.919 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
54.14 HS Inv. Rating Method
1 HS Inv. Method
32.47 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2560 Future ADT Year
2042 Bypass Detour
37.903642 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
11003 ODOT County
17 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 10ft.X 65ft. R.C.BOX SK.60 DEG. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1702 0240 X H Index
99.7842 Latitude
34:10:52 Longitude
-98:34:46 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 70 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
2 NBI Text
11003 Vault Link
http://plansrv1/bridgemaintvault/b11003 GIS FO/SD
Meets Standards H Inv. Method
18.04 Latitude DD
34.18111111 Longitude DD
-98.57944444 ODOT County Number
17 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
10686 x
-10973813.5577446 y
4053146.82597535 |
|||||||||||||||||||||||||||||||||||||
| 11090 | 2528R1335 X | 11090 | Garvin | S.H. 74 | BEEF CREEK | 2528 1335 X | 4-25ft. CONCRETE SLAB | 1949 | 34.81487222 | -97.40548611 | 100.066 | 30.84 | — | 4 | 0 | 2 | 25.919 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 35.6 | 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 | 2900 | 2014 | 5 | Unmatched |
|
Raw data
OBJECTID
10665 BRKEY
11090 NBI No.
11090 On Under
1 Structure No.
2528R1335 X Control No.
028 Lane Ind.
Milepoint
13350 Facility Carried
S.H. 74 Feature Intersected
BEEF CREEK Division
03 County
049 Location
SH 74; 0.1 MI S JCT SH 19 Sufficiency
35.6 Kind Hwy
3 Level Service
1 Route No.
00074 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.95 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1949 ADT Total
2900 ADT Year
2014 Design Load
H 20 Skew
0 No. Main Spans
4 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
1 - Concrete Design
01 Length
100.066 Deck Width
30.84 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
5 Sub Rating
4 Chan. Rating
5 Culv. Rating
N Structure Rating
4 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
55.226 HS Inv. Rating Method
1 HS Inv. Method
31.526 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4640 Future ADT Year
2034 Bypass Detour
29.204446 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
11090 ODOT County
25 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
1.64 Rt. Curb SW
1.64 Description
4-25ft. CONCRETE SLAB Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
2528 1335 X H Index
81.991 Latitude
34:48:53.54 Longitude
-97:24:19.75 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 74 Scour
7 Design Structure
1 - Slab FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
11090 Vault Link
http://plansrv1/bridgemaintvault/b11090 GIS FO/SD
SD H Inv. Method
17.527 Latitude DD
34.81487222 Longitude DD
-97.40548611 ODOT County Number
25 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
10665 x
-10843129.1142365 y
4138751.39102222 |
|||||||||||||||||||||||||||||||||||||
| 11089 | 2618 1010 X | 11089 | Grady | S.H. 19 | SOLDIER CREEK | 2618 1010 X | 4-25ft. CONC. SLAB SPANS | 1949 | 34.919175 | -97.79801389 | 100.098 | 32.999 | — | 4 | 0 | 2 | 27.999 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 60.6 | 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 | 2500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
10664 BRKEY
11089 NBI No.
11089 On Under
1 Structure No.
2618 1010 X Control No.
018 Lane Ind.
Milepoint
10100 Facility Carried
S.H. 19 Feature Intersected
SOLDIER CREEK Division
07 County
051 Location
10.1 MI E US81 Sufficiency
60.6 Kind Hwy
3 Level Service
1 Route No.
00019 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
1949 ADT Total
2500 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
4 Road Width
27.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
26.001 Span Type Main
M Material
1 - Concrete Design
01 Length
100.098 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
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
43 HS Inv. Rating Method
1 HS Inv. Method
26 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4000 Future ADT Year
2042 Bypass Detour
36.000001 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
11089 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
4-25ft. CONC. SLAB SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2618 1010 X H Index
97.215 Latitude
34:55:09.03 Longitude
-97:47:52.85 I257A
1 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 19 Scour
8 Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
59-26 NBI Text
11089 Vault Link
http://plansrv1/bridgemaintvault/b11089 GIS FO/SD
Meets Standards H Inv. Method
14 Latitude DD
34.919175 Longitude DD
-97.79801389 ODOT County Number
26 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
10664 x
-10886825.1068283 y
4152902.76686108 |
|||||||||||||||||||||||||||||||||||||
| 11088 | 6734R0652 X | 11088 | Seminole | S.H. 99A | EAST GAR CREEK | 6734 0652 X | 4-25ft. CONC SLAB | 1949 | 35.34795 | -96.55597222 | 100.066 | 28.999 | — | 4 | 0 | 2 | 23.999 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 49.8 | 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 | 960 | 2014 | 5 | Unmatched |
|
Raw data
OBJECTID
10663 BRKEY
11088 NBI No.
11088 On Under
1 Structure No.
6734R0652 X Control No.
034 Lane Ind.
Milepoint
06520 Facility Carried
S.H. 99A Feature Intersected
EAST GAR CREEK Division
03 County
133 Location
6.5 MI E SH 99 Sufficiency
49.8 Kind Hwy
3 Level Service
1 Route No.
0099A Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1949 ADT Total
960 ADT Year
2014 Design Load
H 20 Skew
0 No. Main Spans
4 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
00 Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
01 Length
100.066 Deck Width
28.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
6 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
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
54.564 HS Inv. Rating Method
1 HS Inv. Method
31.195 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1536 Future ADT Year
2034 Bypass Detour
14.912909 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
11088 ODOT County
67 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
4-25ft. CONC SLAB Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6734 0652 X H Index
85.2831 Latitude
35:20:52.62 Longitude
-96:33:21.5 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 99A Scour
4 Design Structure
1 - Slab FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
11088 Vault Link
http://plansrv1/bridgemaintvault/b11088 GIS FO/SD
SD H Inv. Method
17.306 Latitude DD
35.34795 Longitude DD
-96.55597222 ODOT County Number
67 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
10663 x
-10748561.6605799 y
4211267.27168321 |
|||||||||||||||||||||||||||||||||||||
| 11087 | 1012 0571 X | 11087 | Carter | U.S. 177 | KEMP CREEK | 1012 0571 X | 30ft. - 40ft. - 30ft. I-BEAM SPANS | 1949 | 34.26714167 | -96.96820833 | 101.05 | 39.199 | — | 3 | 0 | 2 | 37.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 93.4 | Good (7) | Very good (8) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 1900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
10644 BRKEY
11087 NBI No.
11087 On Under
1 Structure No.
1012 0571 X Control No.
012 Lane Ind.
Milepoint
05710 Facility Carried
U.S. 177 Feature Intersected
KEMP CREEK Division
07 County
019 Location
5.7 MI N JCT SH199 Sufficiency
93.4 Kind Hwy
2 Level Service
1 Route No.
00177 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1949 ADT Total
1900 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
37.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.001 Span Type Main
M Material
3 - Steel Design
02 Length
101.05 Deck Width
39.199 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
8 Super Rating
8 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
64 HS Inv. Rating Method
1 HS Inv. Method
38 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3040 Future ADT Year
2042 Bypass Detour
44.738726 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
11087 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.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
30ft. - 40ft. - 30ft. I-BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1012 0571 X H Index
100 Latitude
34:16:01.71 Longitude
-96:58:05.55 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 177 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
032 NBI Text
11087 Vault Link
http://plansrv1/bridgemaintvault/b11087 GIS FO/SD
Meets Standards H Inv. Method
29 Latitude DD
34.26714167 Longitude DD
-96.96820833 ODOT County Number
10 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
10644 x
-10794451.5744317 y
4064729.2792482 |
|||||||||||||||||||||||||||||||||||||
| 11081 | 4420R0363 X | 11081 | McClain | S.H. 59 | WILDCAT CREEK | 4420R0363 X | 30ft.-31ft.-28ft. I-BM. SPANS SK. 60 DEG. | 1949 | 34.96166667 | -97.565 | 88.911 | 23.999 | — | 3 | 30 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 9 | Failed (0) | Satisfactory (6) | Imminent failure (1) | Serious (3) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1660 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
10620 BRKEY
11081 NBI No.
11081 On Under
1 Structure No.
4420R0363 X Control No.
020 Lane Ind.
Milepoint
03630 Facility Carried
S.H. 59 Feature Intersected
WILDCAT CREEK Division
03 County
087 Location
3.6 MI. S. JCT. SH39 Sufficiency
9 Kind Hwy
3 Level Service
1 Route No.
00059 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
22.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1949 ADT Total
1660 ADT Year
1999 Design Load
Other or Unknown Skew
30 No. Main Spans
3 Road Width
23.999 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
02 Length
88.911 Deck Width
23.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
9 Deck Rating
6 Super Rating
1 Sub Rating
3 Chan. Rating
4 Culv. Rating
N Structure Rating
0 Deck Geometry
4 Underclearance
N Bridge Posting
0 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
10.913 HS Inv. Rating Method
2 HS Inv. Method
10.913 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
850 Future ADT Year
2019 Bypass Detour
18.019764 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
11081 ODOT County
44 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
7 Lft. Curb SW
0 Rt. Curb SW
0 Description
30ft.-31ft.-28ft. I-BM. SPANS SK. 60 DEG. Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4420R0363 X H Index
100 Latitude
34:57:42 Longitude
-97:33:54 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 59 Scour
5 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
11081 Vault Link
http://plansrv1/bridgemaintvault/b11081 GIS FO/SD
SD H Inv. Method
4.96 Latitude DD
34.96166667 Longitude DD
-97.565 ODOT County Number
44 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
10620 x
-10860886.1192457 y
4158673.01707502 |
|||||||||||||||||||||||||||||||||||||
| 11080 | 6312 0720 X | 11080 | Pottawatomie | U.P. R.R. | U.S. 270 UNDER | 6312 0720 X | 24ft.-36ft.-24ft. I-BM. SP | 1949 | 35.26068056 | -96.79560556 | 88.911 | 8.858 | — | 3 | 45 | 2 | 25.581 | 3 - Steel | Stringer / Multi-beam or Girder (02) | 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 | 06 - Minor Arterial (Rural) | H | 3900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
10619 BRKEY
11080 NBI No.
11080 On Under
2 Structure No.
6312 0720 X Control No.
012 Lane Ind.
Milepoint
07200 Facility Carried
U.P. R.R. Feature Intersected
U.S. 270 UNDER Division
03 County
125 Location
7.4 MI E JCT US 177 Sufficiency
-2 Kind Hwy
2 Level Service
1 Route No.
00270 Service Type On
2 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
25.581 Bridge System
H Owner
27 - Railroad Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1949 ADT Total
3900 ADT Year
2022 Design Load
Railroad Skew
45 No. Main Spans
3 Road Width
25.581 Ref. Underclearance Rt.
H Underclearance Right
2.953 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
25.581 Span Type Main
M Material
3 - Steel Design
02 Length
88.911 Deck Width
8.858 Bridge Open Closed
! TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
N Culv. Rating
N Structure Rating
N Deck Geometry
N Underclearance
2 Bridge Posting
0 Waterway Adequacy
N Approach Alignment
8 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
6240 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
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
11080 ODOT County
63 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
24ft.-36ft.-24ft. I-BM. SP Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6312 0720 X H Index
-1 Latitude
35:15:38.45 Longitude
-96:47:44.18 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
0 Roadway Name
U.S. 270 UNDER Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
11080 Vault Link
http://plansrv1/bridgemaintvault/b11080 GIS FO/SD
FO H Inv. Method
0 Latitude DD
35.26068056 Longitude DD
-96.79560556 ODOT County Number
63 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
10619 x
-10775237.5219658 y
4199363.26219568 |
|||||||||||||||||||||||||||||||||||||
| 11077 | 5604R0896EX | 11077 | Okmulgee | U.S. 62 | CREEK | 5604 0896EX | (3) 25ft. CONCRETE SLAB | 1949 | 35.55830833 | -95.95290833 | 77.001 | 32.999 | — | 3 | 0 | 2 | 27.999 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 65.2 | Fair (5) | Satisfactory (6) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 7850 | 2015 | 5 | Unmatched |
|
Raw data
OBJECTID
10616 BRKEY
11077 NBI No.
11077 On Under
1 Structure No.
5604R0896EX Control No.
004 Lane Ind.
E Milepoint
08960 Facility Carried
U.S. 62 Feature Intersected
CREEK Division
01 County
111 Location
8.96 N JCT I-40 Sufficiency
65.2 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
27.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1949 ADT Total
7850 ADT Year
2015 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
53.999 Span Type Main
M Material
1 - Concrete Design
01 Length
77.001 Deck Width
32.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
5 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
53.6 HS Inv. Rating Method
1 HS Inv. Method
29.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
12560 Future ADT Year
2035 Bypass Detour
0.1 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
11077 ODOT County
56 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
2.5 Rt. Curb SW
2.5 Description
(3) 25ft. CONCRETE SLAB Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5604 0896EX H Index
93.3557 Latitude
35:33:29.91 Longitude
-95:57:10.47 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 62 Scour
8 Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
04-0896E NBI Text
11077 Vault Link
http://plansrv1/bridgemaintvault/b11077 GIS FO/SD
Meets Standards H Inv. Method
16.2 Latitude DD
35.55830833 Longitude DD
-95.95290833 ODOT County Number
56 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
10616 x
-10681428.8954293 y
4240014.24909149 |
|||||||||||||||||||||||||||||||||||||
| 11076 | 5604R0896 XC | 11076 | Okmulgee | U.S. 62 SD | CREEK | 5604R0896 XC | 3-25ft. CONC SLAB SPANS | 1949 | 35.49833333 | -95.95166667 | 75.131 | 17.999 | — | 3 | 0 | 2 | 16.001 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 50.7 | Fair (5) | Satisfactory (6) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 100 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
10615 BRKEY
11076 NBI No.
11076 On Under
1 Structure No.
5604R0896 XC Control No.
004 Lane Ind.
Milepoint
08960 Facility Carried
U.S. 62 SD Feature Intersected
CREEK Division
01 County
111 Location
50' EAST OF US 62 Sufficiency
50.7 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
16.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1949 ADT Total
100 ADT Year
1999 Design Load
H 15 Skew
0 No. Main Spans
3 Road Width
16.001 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
53.999 Span Type Main
M Material
1 - Concrete Design
01 Length
75.131 Deck Width
17.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
9 Deck Rating
6 Super Rating
6 Sub Rating
5 Chan. Rating
7 Culv. Rating
N Structure Rating
5 Deck Geometry
3 Underclearance
N Bridge Posting
3 Waterway Adequacy
6 Approach Alignment
5 HS Operating Rating Method
2 HS Operating Rating
19.842 HS Inv. Rating Method
2 HS Inv. Method
19.842 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
100 Future ADT Year
2017 Bypass Detour
0 School Bus Rte.
_ Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
11076 ODOT County
56 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-25ft. CONC SLAB SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
C Alt. Structure Name
5604R0896 XC H Index
100 Latitude
35:29:54 Longitude
-95:57:06 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
U.S. 62 SD Scour
6 Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
11076 Vault Link
http://plansrv1/bridgemaintvault/b11076 GIS FO/SD
Meets Standards H Inv. Method
14.881 Latitude DD
35.49833333 Longitude DD
-95.95166667 ODOT County Number
56 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
10615 x
-10681290.6744703 y
4231810.56976351 |
|||||||||||||||||||||||||||||||||||||
| 11074 | 2520R2145 X | 11074 | Garvin | S.H. 29 | RED BRANCH CREEK | 2520R2145 X | 3-22ft. conc slab span | 1949 | 34.65166667 | -97.20333333 | 67.913 | 31.001 | — | 3 | 0 | 2 | 26.001 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 48 | Fair (5) | Satisfactory (6) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 3710 | 2001 | 5 | Unmatched |
|
Raw data
OBJECTID
10595 BRKEY
11074 NBI No.
11074 On Under
1 Structure No.
2520R2145 X Control No.
020 Lane Ind.
Milepoint
21450 Facility Carried
S.H. 29 Feature Intersected
RED BRANCH CREEK Division
03 County
049 Location
0.2 MI W JCT US 77 Sufficiency
48 Kind Hwy
3 Level Service
1 Route No.
00029 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
23.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1949 ADT Total
3710 ADT Year
2001 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
26.001 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
36.001 Span Type Main
M Material
1 - Concrete Design
01 Length
67.913 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
6 Super Rating
6 Sub Rating
5 Chan. Rating
4 Culv. Rating
N Structure Rating
5 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
24.802 HS Inv. Rating Method
2 HS Inv. Method
24.802 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
3300 Future ADT Year
2018 Bypass Detour
16.777022 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
11074 ODOT County
25 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
3-22ft. conc slab span Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
2520R2145 X H Index
90.2079 Latitude
34:39:06 Longitude
-97:12:12 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 29 Scour
2 Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
11074 Vault Link
http://plansrv1/bridgemaintvault/b11074 GIS FO/SD
Meets Standards H Inv. Method
13.889 Latitude DD
34.65166667 Longitude DD
-97.20333333 ODOT County Number
25 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
10595 x
-10820625.5697044 y
4116644.21680354 |
|||||||||||||||||||||||||||||||||||||
| 11070 | 2618 0993 X | 11070 | Grady | S.H. 19 | CREEK | 2618 0993 X | (12ft.-14ft.-12ft.)X 8ft.X 38ft. RC BOX | 1949 | 34.92045556 | -97.80058056 | 58.1 | 40 | — | 3 | 45 | 2 | 37.999 | 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 | 07 - Major Collector (Rural) | B | 2500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
10591 BRKEY
11070 NBI No.
11070 On Under
1 Structure No.
2618 0993 X Control No.
018 Lane Ind.
Milepoint
09930 Facility Carried
S.H. 19 Feature Intersected
CREEK Division
07 County
051 Location
9.9 MI E US81 Sufficiency
90 Kind Hwy
3 Level Service
1 Route No.
00019 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.999 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
1949 ADT Total
2500 ADT Year
2022 Design Load
H 20 Skew
45 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
26.001 Span Type Main
M Material
1 - Concrete Design
19 Length
58.1 Deck Width
40 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
7 Structure Rating
7 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
53.5 HS Inv. Rating Method
1 HS Inv. Method
32.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4000 Future ADT Year
2042 Bypass Detour
36.000001 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
11070 ODOT County
26 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(12ft.-14ft.-12ft.)X 8ft.X 38ft. RC BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2618 0993 X H Index
99.6281 Latitude
34:55:13.64 Longitude
-97:48:02.09 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 19 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
58-26 NBI Text
11070 Vault Link
http://plansrv1/bridgemaintvault/b11070 GIS FO/SD
Meets Standards H Inv. Method
20.1 Latitude DD
34.92045556 Longitude DD
-97.80058056 ODOT County Number
26 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
10591 x
-10887110.8272257 y
4153076.61965647 |
|||||||||||||||||||||||||||||||||||||
| 11065 | 6416 2381 X | 11065 | Pushmataha | S.H. 3 | LITTLE TURKEY CREEK | 6416 2381 X | (12ft. - 14ft. - 12ft.) X 12ft. X 40ft. LONG RCB | 1949 | 34.185944 | -95.212236 | 42.001 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 98.6 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 1700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
10568 BRKEY
11065 NBI No.
11065 On Under
1 Structure No.
6416 2381 X Control No.
016 Lane Ind.
Milepoint
23810 Facility Carried
S.H. 3 Feature Intersected
LITTLE TURKEY CREEK Division
02 County
127 Location
3.51 W MCCURTAIN C/L Sufficiency
98.6 Kind Hwy
3 Level Service
1 Route No.
00003 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1949 ADT Total
1700 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
30 Span Type Main
M Material
1 - Concrete Design
19 Length
42.001 Deck Width
0 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
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
2720 Future ADT Year
2042 Bypass Detour
3.374046 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
11065 ODOT County
64 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(12ft. - 14ft. - 12ft.) X 12ft. X 40ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6416 2381 X H Index
97.3541 Latitude
34:11:09.4 Longitude
-95:12:44.05 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 3 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
067 NBI Text
11065 Vault Link
http://plansrv1/bridgemaintvault/b11065 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
34.185944 Longitude DD
-95.212236 ODOT County Number
64 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
10568 x
-10598977.628809 y
4053797.17347259 |
|||||||||||||||||||||||||||||||||||||
| 11064 | 7421 1953 X | 11064 | Washington | U.S. 75 | RICE CREEK | 7421 1953 X | (12ft.-14ft.-12ft.)X 12ft.X | 1949 | 36.70793333 | -95.93498056 | 41.995 | 0 | — | 3 | 0 | 5 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 66.6 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 16400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
10567 BRKEY
11064 NBI No.
11064 On Under
1 Structure No.
7421 1953 X Control No.
021 Lane Ind.
Milepoint
19530 Facility Carried
U.S. 75 Feature Intersected
RICE CREEK Division
08 County
147 Location
1.9 MI S JCT US 60 Sufficiency
66.6 Kind Hwy
2 Level Service
1 Route No.
00075 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
62.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1949 ADT Total
16400 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
5 Fill RCB
FG Appr. Roadway Width
62.001 Span Type Main
M Material
1 - Concrete Design
19 Length
41.995 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.1 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
26240 Future ADT Year
2042 Bypass Detour
50.952437 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
11064 ODOT County
74 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(12ft.-14ft.-12ft.)X 12ft.X Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7421 1953 X H Index
97.8655 Latitude
36:42:28.56 Longitude
-95:56:05.93 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 75 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
11064 Vault Link
http://plansrv1/bridgemaintvault/b11064 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
36.70793333 Longitude DD
-95.93498056 ODOT County Number
74 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
10567 x
-10679433.1852018 y
4398474.27434905 |
|||||||||||||||||||||||||||||||||||||
| 11063 | 7712 1768 X | 11063 | Woodward | U.S. 412 | CREEK | 7712 1768 X | (12ft.-14ft.-12ft.)X 11ft.X 195.5ft. R.C.BOX WITH HANDRAIL ON N | 1949 | 36.4341 | -99.074008 | 41.995 | 195.499 | — | 3 | 0 | 2 | 191.499 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 86.6 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 3400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
10548 BRKEY
11063 NBI No.
11063 On Under
1 Structure No.
7712 1768 X Control No.
012 Lane Ind.
Milepoint
17680 Facility Carried
U.S. 412 Feature Intersected
CREEK Division
06 County
153 Location
6.2 MI W MAJOR C/L Sufficiency
86.6 Kind Hwy
3 Level Service
1 Route No.
00015 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
99.9 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1949 ADT Total
3400 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
191.499 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
60 Span Type Main
M Material
1 - Concrete Design
19 Length
41.995 Deck Width
195.499 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
9 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
5440 Future ADT Year
2042 Bypass Detour
50.952437 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
11063 ODOT County
77 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(12ft.-14ft.-12ft.)X 11ft.X 195.5ft. R.C.BOX WITH HANDRAIL ON N Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7712 1768 X H Index
97.4711 Latitude
36:26:02.76 Longitude
-99:04:26.43 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 412 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
11063 Vault Link
http://plansrv1/bridgemaintvault/b11063 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
36.4341 Longitude DD
-99.074008 ODOT County Number
77 Maint. Dist.
6 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
10548 x
-11028868.1214087 y
4360518.44372825 |
|||||||||||||||||||||||||||||||||||||
| 11062 | 2618 1614 X | 11062 | Grady | S.H. 19 | CREEK | 2618 1614 X | (13ft.-17ft.-13ft.)X 9ft.X 38ft. RC BOX | 1949 | 34.879072 | -97.715111 | 45.899 | 40 | — | 3 | 0 | 2 | 37.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 93.1 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
10547 BRKEY
11062 NBI No.
11062 On Under
1 Structure No.
2618 1614 X Control No.
018 Lane Ind.
Milepoint
16140 Facility Carried
S.H. 19 Feature Intersected
CREEK Division
07 County
051 Location
3.2 MI NW GARVIN CO Sufficiency
93.1 Kind Hwy
3 Level Service
1 Route No.
00019 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.999 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
1949 ADT Total
2100 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
26.001 Span Type Main
M Material
1 - Concrete Design
19 Length
45.899 Deck Width
40 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
84 HS Inv. Rating Method
3 HS Inv. Method
64.8 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
3360 Future ADT Year
2042 Bypass Detour
36.039529 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
0000 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
11062 ODOT County
26 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(13ft.-17ft.-13ft.)X 9ft.X 38ft. RC BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2618 1614 X H Index
98.98 Latitude
34:52:44.66 Longitude
-97:42:54.4 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 19 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
63-26 NBI Text
11062 Vault Link
http://plansrv1/bridgemaintvault/b11062 GIS FO/SD
Meets Standards H Inv. Method
64.7 Latitude DD
34.879072 Longitude DD
-97.715111 ODOT County Number
26 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
10547 x
-10877596.3993282 y
4147459.63101092 |
|||||||||||||||||||||||||||||||||||||
| 11061 | 4210 1360 X | 11061 | Logan | S.H. 51 | MIDDLE BEAVER CREEK | 4210 1360 X | (11.5ft.-15ft.-11.5ft.) X 14ft. X 155.4FT. RCB SK. 60 DEG W/ 8FT CURTAIN WALLS. | 1949 | 36.11575278 | -97.43136944 | 45.499 | 0 | — | 3 | 30 | 2 | 0 | 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 | 07 - Major Collector (Rural) | B | 1600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
10546 BRKEY
11061 NBI No.
11061 On Under
1 Structure No.
4210 1360 X Control No.
010 Lane Ind.
Milepoint
13600 Facility Carried
S.H. 51 Feature Intersected
MIDDLE BEAVER CREEK Division
04 County
083 Location
13.7 E KINGFISHER CO Sufficiency
95.3 Kind Hwy
3 Level Service
1 Route No.
00051 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
1949 ADT Total
1600 ADT Year
2022 Design Load
H 20 Skew
30 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
15 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
45.499 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.1 HS Inv. Rating Method
2 HS Inv. Method
36 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
2560 Future ADT Year
2042 Bypass Detour
37.903642 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
11061 ODOT County
42 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(11.5ft.-15ft.-11.5ft.) X 14ft. X 155.4FT. RCB SK. 60 DEG W/ 8FT CURTAIN WALLS. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4210 1360 X H Index
63.7745 Latitude
36:06:56.71 Longitude
-97:25:52.93 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 51 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
11061 Vault Link
http://plansrv1/bridgemaintvault/b11061 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
36.11575278 Longitude DD
-97.43136944 ODOT County Number
42 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
10546 x
-10846010.4333521 y
4316560.48756989 |
|||||||||||||||||||||||||||||||||||||
| 11060 | 4402 1170 X | 11060 | McClain | U.S. 62 | POND CREEK | 4402 1170 X | (13ft.-17ft.-13ft.) X 12ft. | 1949 | 35.26823889 | -97.59996389 | 46.916 | 80 | — | 3 | 0 | 5 | 80 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 87.8 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 16 - Minor Arterial (Urban) | C | 16200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
10545 BRKEY
11060 NBI No.
11060 On Under
1 Structure No.
4402 1170 X Control No.
002 Lane Ind.
Milepoint
11700 Facility Carried
U.S. 62 Feature Intersected
POND CREEK Division
03 County
087 Location
5.9 MI.N. JCT. SH9 Sufficiency
87.8 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
80 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
16 - Minor Arterial (Urban) Year Built
1949 ADT Total
16200 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
80 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
5 Fill RCB
FG Appr. Roadway Width
80 Span Type Main
M Material
1 - Concrete Design
19 Length
46.916 Deck Width
80 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
4 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
25920 Future ADT Year
2042 Bypass Detour
9.999974 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
11060 ODOT County
44 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
(13ft.-17ft.-13ft.) X 12ft. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4402 1170 X H Index
98.68 Latitude
35:16:05.66 Longitude
-97:35:59.87 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 62 Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
11060 Vault Link
http://plansrv1/bridgemaintvault/b11060 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
35.26823889 Longitude DD
-97.59996389 ODOT County Number
44 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
10545 x
-10864778.2816767 y
4200393.75049783 |
|||||||||||||||||||||||||||||||||||||
| 11059 | 1124R0993 X | 11059 | Cherokee | S.H. 82 | THOMPSON BRANCH CREEK | 1124 0993 X | 40ft. CONC. GIRDER SPA | 1949 | 36.01302222 | -95.03559167 | 42.979 | 24.003 | — | 1 | 0 | 2 | 22.001 | 1 - Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 39.8 | Fair (5) | Fair (5) | Fair (5) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 3600 | 2014 | 5 | Unmatched |
|
Raw data
OBJECTID
10544 BRKEY
11059 NBI No.
11059 On Under
1 Structure No.
1124R0993 X Control No.
024 Lane Ind.
Milepoint
09930 Facility Carried
S.H. 82 Feature Intersected
THOMPSON BRANCH CREEK Division
01 County
021 Location
9.9 MI N US62 Sufficiency
39.8 Kind Hwy
3 Level Service
1 Route No.
00082 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
1949 ADT Total
3600 ADT Year
2014 Design Load
H 15 Skew
0 No. Main Spans
1 Road Width
22.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
00 Appr. Roadway Width
30 Span Type Main
M Material
1 - Concrete Design
02 Length
42.979 Deck Width
24.003 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
5 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
39.793 HS Inv. Rating Method
1 HS Inv. Method
22.046 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5760 Future ADT Year
2034 Bypass Detour
52.816551 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
Y Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
11059 ODOT County
11 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.001 Rt. Curb SW
1.001 Description
40ft. CONC. GIRDER SPA Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1124 0993 X H Index
88.0077 Latitude
36:00:46.88 Longitude
-95:02:08.13 I257A
1 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 82 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
0 NBI Text
11059 Vault Link
http://plansrv1/bridgemaintvault/b11059 GIS FO/SD
Meets Standards H Inv. Method
15.432 Latitude DD
36.01302222 Longitude DD
-95.03559167 ODOT County Number
11 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
10544 x
-10579313.6719419 y
4302413.35740785 |
|||||||||||||||||||||||||||||||||||||
| 11058 | 4210R0870 X | 11058 | Logan | S.H. 51 | BRIDGE CREEK | 4210 0870 X | (12ft.-14ft.-12ft. )X 13ft. X 38ft. RCB WITH PARAPET RAILS | 1949 | 36.11606389 | -97.51946944 | 39.993 | 40 | — | 3 | 0 | 2 | 37.398 | 1 - Concrete | Culvert (19) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 66.6 | Poor (4) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Poor (4) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1500 | 2015 | 5 | Unmatched |
|
Raw data
OBJECTID
10543 BRKEY
11058 NBI No.
11058 On Under
1 Structure No.
4210R0870 X Control No.
010 Lane Ind.
Milepoint
08700 Facility Carried
S.H. 51 Feature Intersected
BRIDGE CREEK Division
04 County
083 Location
8.8 E KINGFISHER C/L Sufficiency
66.6 Kind Hwy
3 Level Service
1 Route No.
00051 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
37.398 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
1949 ADT Total
1500 ADT Year
2015 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
37.398 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
39.993 Deck Width
40 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
4 Structure Rating
4 Deck Geometry
6 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
2400 Future ADT Year
2035 Bypass Detour
37.903642 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
11058 ODOT County
42 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
(12ft.-14ft.-12ft. )X 13ft. X 38ft. RCB WITH PARAPET RAILS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4210 0870 X H Index
56.6599 Latitude
36:06:57.83 Longitude
-97:31:10.09 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 51 Scour
4 Design Structure
19 - Culvert FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
11058 Vault Link
http://plansrv1/bridgemaintvault/b11058 GIS FO/SD
SD H Inv. Method
19.952 Latitude DD
36.11606389 Longitude DD
-97.51946944 ODOT County Number
42 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
10543 x
-10855817.680491 y
4316603.35892536 |
|||||||||||||||||||||||||||||||||||||
| 10965 | 0706 0000 X | 10965 | Bryan | U.S. 70 | LAKE TEXOMA(ROOSEVELT) | 0706 0000 X | 250ft. HI. TRUSS, 63-61ft., STEEL GIRDER 23-35ft. TOWER SPANS (ROOSEVELT B RID | 1948 | 33.998625 | -96.634361 | 4942.913 | 28.999 | — | 1 | 0 | 2 | 23.999 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 42.3 | Fair (5) | Fair (5) | Fair (5) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 7800 | 2022 | 2 | Unmatched |
|
Raw data
OBJECTID
10540 BRKEY
10965 NBI No.
10965 On Under
1 Structure No.
0706 0000 X Control No.
006 Lane Ind.
Milepoint
00000 Facility Carried
U.S. 70 Feature Intersected
LAKE TEXOMA(ROOSEVELT) Division
02 County
013 Location
MARSHALL CO. LINE Sufficiency
42.3 Kind Hwy
2 Level Service
1 Route No.
00070 Service Type On
1 Service Type Off
5 Vertical Clearance
Y Horizontal Clearance
23.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1948 ADT Total
7800 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
1 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
3 - Steel Design
10 Length
4942.913 Deck Width
28.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
5 Sub Rating
6 Chan. Rating
7 Culv. Rating
N Structure Rating
5 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
5 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
40.7 HS Inv. Rating Method
1 HS Inv. Method
24.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
12480 Future ADT Year
2042 Bypass Detour
39.146385 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1409 Max Measured Clearance
1506 Min Measured Clearance
1505 NBI Rating
10965 ODOT County
07 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
2.5 Rt. Curb SW
2.5 Description
250ft. HI. TRUSS, 63-61ft., STEEL GIRDER 23-35ft. TOWER SPANS (ROOSEVELT B RID Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0706 0000 X H Index
67.4305 Latitude
33:59:55.05 Longitude
-96:38:03.7 I257A
1 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
U.S. 70 Scour
8 Design Structure
10 - Truss - Thru FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
2 Local Bridge ID
035 NBI Text
10965 Vault Link
http://plansrv1/bridgemaintvault/b10965 GIS FO/SD
FO H Inv. Method
13.6 Latitude DD
33.998625 Longitude DD
-96.634361 ODOT County Number
7 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
10540 x
-10757287.8596534 y
4028617.39872294 |
|||||||||||||||||||||||||||||||||||||
| 10964 | 4504R1493 X | 10964 | McCurtain | U.S. 70 | MOUNTAIN FORK RIVER | 4504 1493 X | 2-210ft. HIGH TRUSS & | 1948 | 34.04189167 | -94.62193056 | 731.955 | 32.001 | — | 5 | 0 | 2 | 27.999 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 34.9 | Poor (4) | Poor (4) | Poor (4) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 5400 | 2014 | 5 | Unmatched |
|
Raw data
OBJECTID
10539 BRKEY
10964 NBI No.
10964 On Under
1 Structure No.
4504R1493 X Control No.
004 Lane Ind.
Milepoint
14930 Facility Carried
U.S. 70 Feature Intersected
MOUNTAIN FORK RIVER Division
02 County
089 Location
7.1 MI E OF SH 3 Sufficiency
34.9 Kind Hwy
2 Level Service
1 Route No.
00070 Service Type On
1 Service Type Off
5 Vertical Clearance
Y 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
1948 ADT Total
5400 ADT Year
2014 Design Load
H 20 Skew
0 No. Main Spans
5 Road Width
27.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
27.999 Span Type Main
M Material
3 - Steel Design
10 Length
731.955 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.
3 Deck Rating
4 Super Rating
4 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
51.1 HS Inv. Rating Method
1 HS Inv. Method
30.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8640 Future ADT Year
2034 Bypass Detour
72.079058 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
-1 Advanced Warning Sign
N Existing Posting
1609 Max Measured Clearance
1700 Min Measured Clearance
1700 NBI Rating
10964 ODOT County
45 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
1.001 Rt. Curb SW
1.001 Description
2-210ft. HIGH TRUSS & Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4504 1493 X H Index
64.3892 Latitude
34:02:30.81 Longitude
-94:37:18.95 I257A
1 I257B
0 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
U.S. 70 Scour
8 Design Structure
10 - Truss - Thru FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
21 NBI Text
10964 Vault Link
http://plansrv1/bridgemaintvault/b10964 GIS FO/SD
SD H Inv. Method
19.6 Latitude DD
34.04189167 Longitude DD
-94.62193056 ODOT County Number
45 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
10539 x
-10533265.1278157 y
4034428.44190213 |
|||||||||||||||||||||||||||||||||||||
| 10962 | 4504R1528 X | 10962 | McCurtain | U.S. 70 | MOUNTAIN FORK RIV O'FLOW | 4504 1528 X | (14) 35ft. RC GIRDER | 1948 | 34.042275 | -94.61590833 | 492.001 | 32.999 | — | 14 | 0 | 2 | 27.999 | 1 - Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 54.4 | Fair (5) | Satisfactory (6) | Fair (5) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 4700 | 2014 | 5 | Unmatched |
|
Raw data
OBJECTID
10537 BRKEY
10962 NBI No.
10962 On Under
1 Structure No.
4504R1528 X Control No.
004 Lane Ind.
Milepoint
15280 Facility Carried
U.S. 70 Feature Intersected
MOUNTAIN FORK RIV O'FLOW Division
02 County
089 Location
7.4 E JCT US-259 Sufficiency
54.4 Kind Hwy
2 Level Service
1 Route No.
00070 Service Type On
1 Service Type Off
9 Vertical Clearance
N Horizontal Clearance
27.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1948 ADT Total
4700 ADT Year
2014 Design Load
H 20 Skew
0 No. Main Spans
14 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
32.001 Span Type Main
M Material
1 - Concrete Design
02 Length
492.001 Deck Width
32.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
5 Sub Rating
6 Chan. Rating
8 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
55.226 HS Inv. Rating Method
1 HS Inv. Method
33.069 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
7520 Future ADT Year
2034 Bypass Detour
72.079058 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
10962 ODOT County
45 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
2.5 Rt. Curb SW
2.5 Description
(14) 35ft. RC GIRDER Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4504 1528 X H Index
90.4197 Latitude
34:02:32.19 Longitude
-94:36:57.27 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
US-70 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
22 NBI Text
10962 Vault Link
http://plansrv1/bridgemaintvault/b10962 GIS FO/SD
Meets Standards H Inv. Method
24.251 Latitude DD
34.042275 Longitude DD
-94.61590833 ODOT County Number
45 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
10537 x
-10532594.7362386 y
4034479.93928235 |
|||||||||||||||||||||||||||||||||||||
| 09832 | 3016R0883 X | 9832 | Harper | U.S. 283 | BEAVER RIVER | 3016R0883 X | 40-30ft. I-BM. SPANS | 1941 | 36.75 | -99.89166667 | 1201.115 | 25.801 | — | 40 | 0 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 22.9 | Poor (4) | Serious (3) | Poor (4) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 1400 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
10522 BRKEY
9832 NBI No.
9832 On Under
1 Structure No.
3016R0883 X Control No.
016 Lane Ind.
Milepoint
08830 Facility Carried
U.S. 283 Feature Intersected
BEAVER RIVER Division
06 County
059 Location
9 MI N JCT US 270 Sufficiency
22.9 Kind Hwy
2 Level Service
1 Route No.
00283 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
23.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1941 ADT Total
1400 ADT Year
1999 Design Load
H 20 Skew
0 No. Main Spans
40 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
37.999 Span Type Main
M Material
3 - Steel Design
02 Length
1201.115 Deck Width
25.801 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
9 Deck Rating
3 Super Rating
4 Sub Rating
4 Chan. Rating
6 Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
5 Approach Alignment
4 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
1300 Future ADT Year
2017 Bypass Detour
50.952437 School Bus Rte.
_ Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
09832 ODOT County
30 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
40-30ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
3016R0883 X H Index
100 Latitude
36:45:00 Longitude
-99:53:30 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
U.S. 283 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
09832 Vault Link
http://plansrv1/bridgemaintvault/b09832 GIS FO/SD
SD H Inv. Method
19.842 Latitude DD
36.75 Longitude DD
-99.89166667 ODOT County Number
30 Maint. Dist.
6 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
10522 x
-11119889.4681958 y
4404317.06399295 |
|||||||||||||||||||||||||||||||||||||
| 09830 | 5810R1445 X | 9830 | Ottawa | U.S. 60 | LOST CREEK & RR UNDER | 5810R1445 X | 9-40ft.,30ft.,63ft.,3-40ft. I-BM. SPANS WITH 2-18ft. SAFETY CURBS SK. 60 DEG. | 1941 | 36.80333333 | -94.7 | 576.115 | 31.001 | — | 14 | 14 | 2 | 26.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 7.9 | Serious (3) | Poor (4) | Serious (3) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 5020 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
10520 BRKEY
9830 NBI No.
9830 On Under
1 Structure No.
5810R1445 X Control No.
010 Lane Ind.
Milepoint
14450 Facility Carried
U.S. 60 Feature Intersected
LOST CREEK & RR UNDER Division
08 County
115 Location
0.2 MI E SH10 Sufficiency
7.9 Kind Hwy
2 Level Service
1 Route No.
00060 Service Type On
1 Service Type Off
7 Vertical Clearance
_ Horizontal Clearance
26.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1941 ADT Total
5020 ADT Year
1999 Design Load
H 20 Skew
14 No. Main Spans
14 Road Width
26.001 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
40 Span Type Main
M Material
3 - Steel Design
02 Length
576.115 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
4 Super Rating
3 Sub Rating
5 Chan. Rating
8 Culv. Rating
N Structure Rating
3 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
5 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
3600 Future ADT Year
2017 Bypass Detour
19.883878 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
09830 ODOT County
58 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
9-40ft.,30ft.,63ft.,3-40ft. I-BM. SPANS WITH 2-18ft. SAFETY CURBS SK. 60 DEG. Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5810R1445 X H Index
100 Latitude
36:48:12 Longitude
-94:42:00 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
U.S. 60 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
09830 Vault Link
http://plansrv1/bridgemaintvault/b09830 GIS FO/SD
SD H Inv. Method
19.842 Latitude DD
36.80333333 Longitude DD
-94.7 ODOT County Number
58 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
10520 x
-10541955.778123 y
4411729.32744224 |
|||||||||||||||||||||||||||||||||||||
| 09829 | 0234R0879 X | 9829 | Alfalfa | S.H. 38 | SALT FORK ARKANSAS RIVER | 0234 0879 X | 15-30ft. IBM SP.S | 1941 | 36.75190278 | -98.12817778 | 452.1 | 26.001 | — | 15 | 0 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Closed (K) | 51.1 | Poor (4) | Failed (0) | Failed (0) | Failed (0) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 280 | 2014 | 5 | Unmatched |
|
Raw data
OBJECTID
10519 BRKEY
9829 NBI No.
9829 On Under
1 Structure No.
0234R0879 X Control No.
034 Lane Ind.
Milepoint
08790 Facility Carried
S.H. 38 Feature Intersected
SALT FORK ARKANSAS RIVER Division
06 County
003 Location
9.8 MI.N.OF JCT.US64 Sufficiency
51.1 Kind Hwy
3 Level Service
1 Route No.
00038 Service Type On
1 Service Type Off
5 Vertical Clearance
n Horizontal Clearance
23.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1941 ADT Total
280 ADT Year
2014 Design Load
H 20 Skew
0 No. Main Spans
15 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
24.006 Span Type Main
M Material
3 - Steel Design
02 Length
452.1 Deck Width
26.001 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
7 Culv. Rating
N Structure Rating
4 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
48.6 HS Inv. Rating Method
1 HS Inv. Method
29.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
448 Future ADT Year
2034 Bypass Detour
24.233476 School Bus Rte.
3 Posted Weight
CLOSED Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
n Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
09829 ODOT County
02 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.001 Rt. Curb SW
1.001 Description
15-30ft. IBM SP.S Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
0234 0879 X H Index
57.7501 Latitude
36:45:06.85 Longitude
-98:07:41.44 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 38 Scour
5 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
09829 Vault Link
http://plansrv1/bridgemaintvault/b09829 GIS FO/SD
Meets Standards H Inv. Method
18.2 Latitude DD
36.75190278 Longitude DD
-98.12817778 ODOT County Number
2 Maint. Dist.
6 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
10519 x
-10923578.7829414 y
4404581.42358018 |
|||||||||||||||||||||||||||||||||||||
| 10122 | 5820R0817SX | 10122 | Ottawa | S.H. 10 | SYCAMORE CREEK | 5820 0817 X | 64ft.-79ft.-64ft. I-BM. SPANS WITH 2-18ft. SAFETY CURBS | 1944 | 36.76795833 | -94.69206667 | 208.99 | 28.999 | — | 3 | 0 | 2 | 26.001 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Posted for load (P) | 16.2 | Critical (2) | Serious (3) | Serious (3) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1900 | 2014 | 5 | Unmatched |
|
Raw data
OBJECTID
10518 BRKEY
10122 NBI No.
10122 On Under
1 Structure No.
5820R0817SX Control No.
020 Lane Ind.
S Milepoint
08170 Facility Carried
S.H. 10 Feature Intersected
SYCAMORE CREEK Division
08 County
115 Location
8.3 MI N DELAWARE CO Sufficiency
16.2 Kind Hwy
3 Level Service
1 Route No.
00010 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
26.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1944 ADT Total
1900 ADT Year
2014 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
26.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
36.001 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
208.99 Deck Width
28.999 Bridge Open Closed
P 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
5 Chan. Rating
6 Culv. Rating
N Structure Rating
2 Deck Geometry
2 Underclearance
N Bridge Posting
1 Waterway Adequacy
5 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
16.02 HS Inv. Rating Method
1 HS Inv. Method
9.62 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3040 Future ADT Year
2034 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
161616 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
10122 ODOT County
58 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
64ft.-79ft.-64ft. I-BM. SPANS WITH 2-18ft. SAFETY CURBS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5820 0817 X H Index
51.0582 Latitude
36:46:04.65 Longitude
-94:41:31.44 I257A
1 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 10 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
10122 Vault Link
http://plansrv1/bridgemaintvault/b10122 GIS FO/SD
SD H Inv. Method
9.6 Latitude DD
36.76795833 Longitude DD
-94.69206667 ODOT County Number
58 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
10518 x
-10541072.6438671 y
4406812.33594741 |
|||||||||||||||||||||||||||||||||||||
| 10121 | 1824R0654 X | 10121 | Craig | S.H. 82 | LOCUST CREEK | 1824 0654 X | 40ft.-60ft.-40ft. I-BM. SPANS WITH 2-18ft. SAFETY CURBS SK. 60 DEG. | 1944 | 36.60553611 | -95.06085 | 142.06 | 28.999 | — | 3 | 30 | 2 | 26.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 29.2 | Poor (4) | Serious (3) | Poor (4) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 3700 | 2015 | 5 | Unmatched |
|
Raw data
OBJECTID
10517 BRKEY
10121 NBI No.
10121 On Under
1 Structure No.
1824R0654 X Control No.
024 Lane Ind.
Milepoint
06540 Facility Carried
S.H. 82 Feature Intersected
LOCUST CREEK Division
08 County
035 Location
6.6 MI N MAYES C/L Sufficiency
29.2 Kind Hwy
3 Level Service
1 Route No.
00082 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
26.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1944 ADT Total
3700 ADT Year
2015 Design Load
H 20 Skew
30 No. Main Spans
3 Road Width
26.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
30 Span Type Main
M Material
3 - Steel Design
02 Length
142.06 Deck Width
28.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
4 Deck Rating
3 Super Rating
4 Sub Rating
4 Chan. Rating
7 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
48.061 HS Inv. Rating Method
1 HS Inv. Method
28.881 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5920 Future ADT Year
2035 Bypass Detour
18.019764 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
-1 Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
10121 ODOT County
18 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
40ft.-60ft.-40ft. I-BM. SPANS WITH 2-18ft. SAFETY CURBS SK. 60 DEG. Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1824 0654 X H Index
55.4474 Latitude
36:36:19.93 Longitude
-95:03:39.06 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 82 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
10121 Vault Link
http://plansrv1/bridgemaintvault/b10121 GIS FO/SD
SD H Inv. Method
20.393 Latitude DD
36.60553611 Longitude DD
-95.06085 ODOT County Number
18 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
10517 x
-10582125.4163758 y
4384265.31115488 |
|||||||||||||||||||||||||||||||||||||
| 10120 | 5802R0432 X | 10120 | Ottawa | U.S. 59 | HORSE CREEK TRIB. | 5802 0432 X | 30ft.-60ft.-30ft. I-BM. SPANS WITH 2-18ft. SAFETY CURBS | 1944 | 36.68503889 | -94.91334167 | 121.063 | 31.001 | — | 3 | 0 | 2 | 26.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 16.3 | Serious (3) | Serious (3) | Serious (3) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 3400 | 2014 | 5 | Unmatched |
|
Raw data
OBJECTID
10516 BRKEY
10120 NBI No.
10120 On Under
1 Structure No.
5802R0432 X Control No.
002 Lane Ind.
Milepoint
04320 Facility Carried
U.S. 59 Feature Intersected
HORSE CREEK TRIB. Division
08 County
115 Location
4.5 MI NW DELAWARE CO Sufficiency
16.3 Kind Hwy
2 Level Service
1 Route No.
00059 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
26.001 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
1944 ADT Total
3400 ADT Year
2014 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
26.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
23.999 Span Type Main
M Material
3 - Steel Design
02 Length
121.063 Deck Width
31.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
3 Super Rating
3 Sub Rating
4 Chan. Rating
7 Culv. Rating
N Structure Rating
3 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
51.29 HS Inv. Rating Method
1 HS Inv. Method
30.71 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5440 Future ADT Year
2034 Bypass Detour
7.999781 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
10120 ODOT County
58 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
30ft.-60ft.-30ft. I-BM. SPANS WITH 2-18ft. SAFETY CURBS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5802 0432 X H Index
49.5843 Latitude
36:41:06.14 Longitude
-94:54:48.03 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
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
10120 Vault Link
http://plansrv1/bridgemaintvault/b10120 GIS FO/SD
SD H Inv. Method
19.57 Latitude DD
36.68503889 Longitude DD
-94.91334167 ODOT County Number
58 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
10516 x
-10565704.8641924 y
4395295.72812794 |
|||||||||||||||||||||||||||||||||||||
| 10119 | 1824R0157 X | 10119 | Craig | S.H. 82 | MUSTANG CREEK | 1824 0157 X | 30ft.-50ft.-30ft. I-BM. SPANS WITH 2-18ft. SAFETY CURBS SK. 60 DEG. | 1944 | 36.53316667 | -95.05955 | 111.877 | 28.999 | — | 3 | 30 | 2 | 26.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 31.1 | Poor (4) | Serious (3) | Poor (4) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 3700 | 2011 | 5 | Unmatched |
|
Raw data
OBJECTID
10515 BRKEY
10119 NBI No.
10119 On Under
1 Structure No.
1824R0157 X Control No.
024 Lane Ind.
Milepoint
01570 Facility Carried
S.H. 82 Feature Intersected
MUSTANG CREEK Division
08 County
035 Location
1.6 MI N MAYES C/L Sufficiency
31.1 Kind Hwy
3 Level Service
1 Route No.
00082 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
26.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1944 ADT Total
3700 ADT Year
2011 Design Load
H 20 Skew
30 No. Main Spans
3 Road Width
26.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
30 Span Type Main
M Material
3 - Steel Design
02 Length
111.877 Deck Width
28.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
4 Deck Rating
3 Super Rating
4 Sub Rating
6 Chan. Rating
7 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
51.698 HS Inv. Rating Method
1 HS Inv. Method
30.975 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5920 Future ADT Year
2031 Bypass Detour
44.117354 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
-1 Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
10119 ODOT County
18 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
30ft.-50ft.-30ft. I-BM. SPANS WITH 2-18ft. SAFETY CURBS SK. 60 DEG. Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1824 0157 X H Index
64.7363 Latitude
36:31:59.4 Longitude
-95:03:34.38 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 82 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
10119 Vault Link
http://plansrv1/bridgemaintvault/b10119 GIS FO/SD
SD H Inv. Method
21.716 Latitude DD
36.53316667 Longitude DD
-95.05955 ODOT County Number
18 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
10515 x
-10581980.7010377 y
4374234.47278942 |