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 | |||||||||||||||||||||||||||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 13037 | 5576T0740 X | 13037 | Oklahoma | CO. RD. 5572C | TURNER TP (I-44) UNDER | 5576T0740 X | 22ft.,2-39ft.,22ft. I-BEAM SPANS | 1953 | 35.62373889 | -97.30048333 | 125 | 29.701 | — | 4 | 13 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 71.4 | Fair (5) | Satisfactory (6) | Fair (5) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 17 - Collector (Urban) | T | 140 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13526 BRKEY
13037 NBI No.
13037 On Under
1 Structure No.
5576T0740 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. 5572C Feature Intersected
TURNER TP (I-44) UNDER Division
04 County
109 Location
7.4 MI N E JCT I-35 Sufficiency
71.4 Kind Hwy
4 Level Service
1 Route No.
5572C Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
36.001 Bridge System
T Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
17 - Collector (Urban) Year Built
1953 ADT Total
140 ADT Year
2022 Design Load
H 20 Skew
13 No. Main Spans
4 Road Width
23.999 Ref. Underclearance Rt.
H Underclearance Right
6.001 Underclearance Left
3.999 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
29.905 Span Type Main
M Material
3 - Steel Design
02 Length
125 Deck Width
29.701 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
6 Super Rating
5 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
5 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
88.516 HS Inv. Rating Method
1 HS Inv. Method
53.131 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
224 Future ADT Year
2042 Bypass Detour
3.728227 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
Y Existing Posting
1406 Max Measured Clearance
1505 Min Measured Clearance
1406 NBI Rating
13037 ODOT County
55 Nav. Control
N 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
22ft.,2-39ft.,22ft. I-BEAM SPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5576T0740 X H Index
90.7627 Latitude
35:37:25.46 Longitude
-97:18:01.74 I257A
0 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. 5572C Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
07.20 NBI Text
13037 Vault Link
http://plansrv1/bridgemaintvault/b13037 GIS FO/SD
FO H Inv. Method
37.479 Latitude DD
35.62373889 Longitude DD
-97.30048333 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
6 Rural/Urban
Urban ARC_ID_NUM
13526 x
-10831440.258235 y
4248971.17176529 |
|||||||||||||||||||||||||||||||||||||
| 12946 | 2526 0886 X | 12946 | Garvin | S.H. 29 | CREEK | 2526 0886 X | 3-10ft. X 12ft. X 32ft. RDY R.C.BOX W/ 3 ft. CURTAIN WALLS | 1953 | 34.65134167 | -97.01749444 | 34.121 | 34.121 | — | 3 | 0 | 2 | 32.152 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 95 | 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 | 1800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13525 BRKEY
12946 NBI No.
12946 On Under
1 Structure No.
2526 0886 X Control No.
026 Lane Ind.
Milepoint
08860 Facility Carried
S.H. 29 Feature Intersected
CREEK Division
03 County
049 Location
9.2 MI E JCT US 77 Sufficiency
95 Kind Hwy
3 Level Service
1 Route No.
00029 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
1953 ADT Total
1800 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
32.152 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
3 Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
34.121 Deck Width
34.121 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
100 HS Inv. Rating Method
1 HS Inv. Method
65.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2880 Future ADT Year
2042 Bypass Detour
29.204446 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
12946 ODOT County
25 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft. X 12ft. X 32ft. RDY R.C.BOX W/ 3 ft. CURTAIN WALLS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2526 0886 X H Index
81.1508 Latitude
34:39:04.83 Longitude
-97:01:02.98 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 29 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
12946 Vault Link
http://plansrv1/bridgemaintvault/b12946 GIS FO/SD
Meets Standards H Inv. Method
36.6 Latitude DD
34.65134167 Longitude DD
-97.01749444 ODOT County Number
25 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13525 x
-10799938.0791 y
4116600.23709408 |
|||||||||||||||||||||||||||||||||||||
| 12945 | 5126 0859 X | 12945 | Muskogee | S.H. 2 | SOUTH FORK TRIB. | 5126 0859 X | 3-10ft.X 8ft.X 44ft.LG. R.C.B SKEW | 1953 | 35.37827222 | -95.27431944 | 38.058 | 36 | — | 3 | 30 | 2 | 32 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 81 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 3200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13524 BRKEY
12945 NBI No.
12945 On Under
1 Structure No.
5126 0859 X Control No.
026 Lane Ind.
Milepoint
08590 Facility Carried
S.H. 2 Feature Intersected
SOUTH FORK TRIB. Division
01 County
101 Location
8.7 MI N C/L Sufficiency
81 Kind Hwy
3 Level Service
1 Route No.
00002 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
36.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1953 ADT Total
3200 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
32 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
32.001 Span Type Main
M Material
1 - Concrete Design
19 Length
38.058 Deck Width
36 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
6 Structure Rating
6 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
58.7 HS Inv. Rating Method
1 HS Inv. Method
35.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5120 Future ADT Year
2042 Bypass Detour
64.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
12945 ODOT County
51 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X 8ft.X 44ft.LG. R.C.B SKEW Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5126 0859 X H Index
95.7986 Latitude
35:22:41.78 Longitude
-95:16:27.55 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 2 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
12945 Vault Link
http://plansrv1/bridgemaintvault/b12945 GIS FO/SD
Meets Standards H Inv. Method
19.9 Latitude DD
35.37827222 Longitude DD
-95.27431944 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
13524 x
-10605888.7257365 y
4215406.39092309 |
|||||||||||||||||||||||||||||||||||||
| 12944 | 0212 0852 X | 12944 | Alfalfa | S.H. 8 | CREEK | 0212 0852 X | 3-10X4X39.5ft. RCB | 1953 | 36.89916944 | -98.38666944 | 37.073 | 34.301 | — | 3 | 30 | 2 | 31.601 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 84.2 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13523 BRKEY
12944 NBI No.
12944 On Under
1 Structure No.
0212 0852 X Control No.
012 Lane Ind.
Milepoint
08520 Facility Carried
S.H. 8 Feature Intersected
CREEK Division
06 County
003 Location
8.5 M.E OF WOODS C/L Sufficiency
84.2 Kind Hwy
3 Level Service
1 Route No.
00008 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
31.601 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
1953 ADT Total
1400 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
31.601 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
27.008 Span Type Main
M Material
1 - Concrete Design
19 Length
37.073 Deck Width
34.301 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
43.13 HS Inv. Rating Method
1 HS Inv. Method
25.87 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2240 Future ADT Year
2042 Bypass Detour
31.689931 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
nr Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
12944 ODOT County
02 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10X4X39.5ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0212 0852 X H Index
89.1026 Latitude
36:53:57.01 Longitude
-98:23:12.01 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 8 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
12944 Vault Link
http://plansrv1/bridgemaintvault/b12944 GIS FO/SD
Meets Standards H Inv. Method
15.2 Latitude DD
36.89916944 Longitude DD
-98.38666944 ODOT County Number
2 Maint. Dist.
6 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13523 x
-10952353.9429069 y
4425061.6110252 |
|||||||||||||||||||||||||||||||||||||
| 12943 | 7620 0850 X | 12943 | Woods | S.H. 14 | CREEK | 7620 0850 X | 3-10X10X32.3ft. RCB | 1953 | 36.70525833 | -98.88164444 | 32.152 | 32.201 | — | 3 | 0 | 2 | 28.901 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 97.5 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 450 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13522 BRKEY
12943 NBI No.
12943 On Under
1 Structure No.
7620 0850 X Control No.
020 Lane Ind.
Milepoint
08500 Facility Carried
S.H. 14 Feature Intersected
CREEK Division
06 County
151 Location
8.9 MI N JCT US-281 Sufficiency
97.5 Kind Hwy
3 Level Service
1 Route No.
00014 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
30 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1953 ADT Total
450 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
28.901 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
32.152 Deck Width
32.201 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
62.79 HS Inv. Rating Method
1 HS Inv. Method
37.67 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
720 Future ADT Year
2042 Bypass Detour
39.146385 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
nr Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
12943 ODOT County
76 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10X10X32.3ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7620 0850 X H Index
82.6709 Latitude
36:42:18.93 Longitude
-98:52:53.92 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 14 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
12943 Vault Link
http://plansrv1/bridgemaintvault/b12943 GIS FO/SD
Meets Standards H Inv. Method
20.93 Latitude DD
36.70525833 Longitude DD
-98.88164444 ODOT County Number
76 Maint. Dist.
6 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13522 x
-11007454.3078623 y
4398102.84227099 |
|||||||||||||||||||||||||||||||||||||
| 12942 | 7620 0840 X | 12942 | Woods | S.H. 14 | CREEK | 7620 0840 X | 3-10X10X37.5ft. RCB | 1953 | 36.70019444 | -98.88166944 | 37.073 | 32.5 | — | 3 | 30 | 2 | 29.199 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 97.3 | 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 | 450 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13521 BRKEY
12942 NBI No.
12942 On Under
1 Structure No.
7620 0840 X Control No.
020 Lane Ind.
Milepoint
08400 Facility Carried
S.H. 14 Feature Intersected
CREEK Division
06 County
151 Location
8.4 MI N JCT US-281 Sufficiency
97.3 Kind Hwy
3 Level Service
1 Route No.
00014 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
35.499 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1953 ADT Total
450 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
29.199 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
37.073 Deck Width
32.5 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
58.16 HS Inv. Rating Method
1 HS Inv. Method
34.89 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
720 Future ADT Year
2042 Bypass Detour
39.146385 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
nr Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
12942 ODOT County
76 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10X10X37.5ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7620 0840 X H Index
80.5298 Latitude
36:42:00.7 Longitude
-98:52:54.01 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 14 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
12942 Vault Link
http://plansrv1/bridgemaintvault/b12942 GIS FO/SD
Meets Standards H Inv. Method
19.38 Latitude DD
36.70019444 Longitude DD
-98.88166944 ODOT County Number
76 Maint. Dist.
6 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13521 x
-11007457.0908496 y
4397399.74077889 |
|||||||||||||||||||||||||||||||||||||
| 12850 | 5824R0807 X | 12850 | Ottawa | S.H. 10 | SPRING RIVER O'FLOW | 5824 0807 X | 13-40ft. CONC. GIRDER SPANS WITH 2-18ft. SAFETY CURBS SK. 45 DEG. | 1952 | 36.87133611 | -94.75986389 | 521.982 | 31.001 | — | 13 | 45 | 2 | 27.999 | 1 - Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 17 | Serious (3) | Poor (4) | Serious (3) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 4200 | 2015 | 5 | Unmatched |
|
Raw data
OBJECTID
13519 BRKEY
12850 NBI No.
12850 On Under
1 Structure No.
5824R0807 X Control No.
024 Lane Ind.
Milepoint
08070 Facility Carried
S.H. 10 Feature Intersected
SPRING RIVER O'FLOW Division
08 County
115 Location
3.5 MI W SH10C Sufficiency
17 Kind Hwy
3 Level Service
1 Route No.
00010 Service Type On
1 Service Type Off
9 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
1952 ADT Total
4200 ADT Year
2015 Design Load
H 20 Skew
45 No. Main Spans
13 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
37.999 Span Type Main
M Material
1 - Concrete Design
02 Length
521.982 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
4 Super Rating
3 Sub Rating
5 Chan. Rating
4 Culv. Rating
N Structure Rating
3 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
3 Approach Alignment
6 HS Operating Rating Method
2 HS Operating Rating
72.201 HS Inv. Rating Method
2 HS Inv. Method
42.659 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
6720 Future ADT Year
2035 Bypass Detour
24.854848 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
12850 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
13-40ft. CONC. GIRDER SPANS WITH 2-18ft. SAFETY CURBS SK. 45 DEG. Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5824 0807 X H Index
77.5788 Latitude
36:52:16.81 Longitude
-94:45:35.51 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 10 Scour
7 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
12850 Vault Link
http://plansrv1/bridgemaintvault/b12850 GIS FO/SD
SD H Inv. Method
29.652 Latitude DD
36.87133611 Longitude DD
-94.75986389 ODOT County Number
58 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13519 x
-10548619.7958747 y
4421187.8420313 |
|||||||||||||||||||||||||||||||||||||
| 12849 | 3028R1249 X | 12849 | Harper | S.H. 34 | BUFFALO CREEK | 3028 1249 X | 9-40ft. I-BM. SPANS SK.60 LF | 1952 | 36.77005278 | -99.36696389 | 361.877 | 28.543 | — | 9 | 30 | 2 | 26.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 43.5 | 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) | B | 370 | 2014 | 5 | Unmatched |
|
Raw data
OBJECTID
13518 BRKEY
12849 NBI No.
12849 On Under
1 Structure No.
3028R1249 X Control No.
028 Lane Ind.
Milepoint
12490 Facility Carried
S.H. 34 Feature Intersected
BUFFALO CREEK Division
06 County
059 Location
12.8 MI N WOODWARD CL Sufficiency
43.5 Kind Hwy
3 Level Service
1 Route No.
00034 Service Type On
1 Service Type Off
5 Vertical Clearance
n Horizontal Clearance
26.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1952 ADT Total
370 ADT Year
2014 Design Load
H 15 Skew
30 No. Main Spans
9 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
27.999 Span Type Main
M Material
3 - Steel Design
02 Length
361.877 Deck Width
28.543 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
7 Deck Rating
3 Super Rating
4 Sub Rating
4 Chan. Rating
6 Culv. Rating
N Structure Rating
4 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
36 HS Inv. Rating Method
1 HS Inv. Method
21.43 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
592 Future ADT Year
2034 Bypass Detour
50.952437 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
nr Narrow or 1 Lane
n Advanced Warning Sign
n Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
12849 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
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
9-40ft. I-BM. SPANS SK.60 LF Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
3028 1249 X H Index
47.3425 Latitude
36:46:12.19 Longitude
-99:22:01.07 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 34 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
12849 Vault Link
http://plansrv1/bridgemaintvault/b12849 GIS FO/SD
SD H Inv. Method
15.04 Latitude DD
36.77005278 Longitude DD
-99.36696389 ODOT County Number
30 Maint. Dist.
6 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
13518 x
-11061479.8219084 y
4407103.39339115 |
|||||||||||||||||||||||||||||||||||||
| 12848 | 3704R0062 X | 12848 | Kingfisher | U.S. 81 | KINGFISHER CREEK | 3704 0062 X | (92ft.-115ft.-92ft. CONT.) | 1952 | 35.870058 | -97.932572 | 361.877 | 68 | — | 3 | 0 | 4 | 57.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 45.4 | Poor (4) | Fair (5) | Fair (5) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 7800 | 2016 | 5 | Unmatched |
|
Raw data
OBJECTID
13517 BRKEY
12848 NBI No.
12848 On Under
1 Structure No.
3704R0062 X Control No.
004 Lane Ind.
Milepoint
00620 Facility Carried
U.S. 81 Feature Intersected
KINGFISHER CREEK Division
04 County
073 Location
.7 MI N JCT SH 33 Sufficiency
45.4 Kind Hwy
2 Level Service
1 Route No.
00081 Service Type On
5 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
57.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1952 ADT Total
7800 ADT Year
2016 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
57.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
72.001 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
361.877 Deck Width
68 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
4 Culv. Rating
N Structure Rating
4 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
4 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
50.265 HS Inv. Rating Method
1 HS Inv. Method
30.203 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
12480 Future ADT Year
2036 Bypass Detour
34.796787 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
12848 ODOT County
37 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
4 Rt. Curb SW
4 Description
(92ft.-115ft.-92ft. CONT.) Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
3704 0062 X H Index
74.73 Latitude
35:52:12.21 Longitude
-97:55:57.26 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 81 Scour
4 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
12848 Vault Link
http://plansrv1/bridgemaintvault/b12848 GIS FO/SD
SD H Inv. Method
18.629 Latitude DD
35.870058 Longitude DD
-97.932572 ODOT County Number
37 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
13517 x
-10901804.0471156 y
4282756.25239976 |
|||||||||||||||||||||||||||||||||||||
| 12846 | 5220 0503 X | 12846 | Noble | S.H. 15 | RED ROCK CREEK | 5220 0503 X | (4)-70ft.,45ft. I-BM. SPANS W/ TR-4 RAILS | 1952 | 36.4649 | -97.1934 | 326.329 | 30.499 | — | 5 | 0 | 2 | 28.333 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 75.1 | Fair (5) | Good (7) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13515 BRKEY
12846 NBI No.
12846 On Under
1 Structure No.
5220 0503 X Control No.
020 Lane Ind.
Milepoint
05030 Facility Carried
S.H. 15 Feature Intersected
RED ROCK CREEK Division
04 County
103 Location
5.2 MI E OF JCT US77 Sufficiency
75.1 Kind Hwy
3 Level Service
1 Route No.
00015 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
28.333 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1952 ADT Total
400 ADT Year
2022 Design Load
H 15 Skew
0 No. Main Spans
5 Road Width
28.333 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
30 Span Type Main
M Material
3 - Steel Design
02 Length
326.329 Deck Width
30.499 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
6 Sub Rating
5 Chan. Rating
7 Culv. Rating
N Structure Rating
5 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
5 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
39.4 HS Inv. Rating Method
1 HS Inv. Method
23.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
640 Future ADT Year
2042 Bypass Detour
24 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
12846 ODOT County
52 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
(4)-70ft.,45ft. I-BM. SPANS W/ TR-4 RAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5220 0503 X H Index
85.0683 Latitude
36:27:53.64 Longitude
-97:11:36.24 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 15 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
12846 Vault Link
http://plansrv1/bridgemaintvault/b12846 GIS FO/SD
Meets Standards H Inv. Method
18.2 Latitude DD
36.4649 Longitude DD
-97.1934 ODOT County Number
52 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13515 x
-10819519.7964669 y
4364780.90289912 |
|||||||||||||||||||||||||||||||||||||
| 12845 | 4106R0766 X | 12845 | Lincoln | S.H. 66 | DEEP FORK RIVER | 4106 0766 X | (64ft.-80ft.-64ft. CONT.)2-50ft. I-BM. SPANS SK. 60 DEG. WITH 2-18ft. SAFETY CURBS | 1952 | 35.68099444 | -97.00951111 | 312.008 | 33.136 | — | 3 | 30 | 2 | 27.887 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 40.6 | Fair (5) | Poor (4) | Fair (5) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 3200 | 2012 | 5 | Unmatched |
|
Raw data
OBJECTID
13514 BRKEY
12845 NBI No.
12845 On Under
1 Structure No.
4106R0766 X Control No.
006 Lane Ind.
Milepoint
07660 Facility Carried
S.H. 66 Feature Intersected
DEEP FORK RIVER Division
03 County
081 Location
7.6 MI E OKLA. C/L Sufficiency
40.6 Kind Hwy
3 Level Service
1 Route No.
00066 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
21.982 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1952 ADT Total
3200 ADT Year
2012 Design Load
H 20 Skew
30 No. Main Spans
3 Road Width
27.887 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
33.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
312.008 Deck Width
33.136 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
4 Super Rating
5 Sub Rating
6 Chan. Rating
5 Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
37.589 HS Inv. Rating Method
1 HS Inv. Method
22.597 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5120 Future ADT Year
2032 Bypass Detour
31.689931 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
12845 ODOT County
41 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
(64ft.-80ft.-64ft. CONT.)2-50ft. I-BM. SPANS SK. 60 DEG. WITH 2-18ft. SAFETY CURBS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4106 0766 X H Index
73.3447 Latitude
35:40:51.58 Longitude
-97:00:34.24 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 66 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
12845 Vault Link
http://plansrv1/bridgemaintvault/b12845 GIS FO/SD
SD H Inv. Method
17.306 Latitude DD
35.68099444 Longitude DD
-97.00951111 ODOT County Number
41 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13514 x
-10799049.3788696 y
4256815.01528726 |
|||||||||||||||||||||||||||||||||||||
| 13036 | 6702R0310 X | 13036 | Seminole | U.S. 270 | MAGNOLIA CREEK | 6702 0310 X | 5-25ft. CONC. SLAB SPA | 1953 | 35.22500278 | -96.65890556 | 125 | 33.999 | — | 5 | 0 | 2 | 27.999 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 33.2 | Poor (4) | Poor (4) | Poor (4) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | C | 7400 | 2017 | 5 | Unmatched |
|
Raw data
OBJECTID
13507 BRKEY
13036 NBI No.
13036 On Under
1 Structure No.
6702R0310 X Control No.
002 Lane Ind.
Milepoint
03100 Facility Carried
U.S. 270 Feature Intersected
MAGNOLIA CREEK Division
03 County
133 Location
0.8 MI E SH 3 Sufficiency
33.2 Kind Hwy
2 Level Service
1 Route No.
00270 Service Type On
5 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
27.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1953 ADT Total
7400 ADT Year
2017 Design Load
H 20 Skew
0 No. Main Spans
5 Road Width
27.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
43.999 Span Type Main
M Material
1 - Concrete Design
01 Length
125 Deck Width
33.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
4 Super Rating
4 Sub Rating
5 Chan. Rating
5 Culv. Rating
N Structure Rating
4 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
42.219 HS Inv. Rating Method
1 HS Inv. Method
23.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
11840 Future ADT Year
2037 Bypass Detour
3.106856 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
40 Narrow or 1 Lane
M Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
13036 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
2.999 Rt. Curb SW
2.999 Description
5-25ft. CONC. SLAB SPA Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6702 0310 X H Index
80.1241 Latitude
35:13:30.01 Longitude
-96:39:32.06 I257A
1 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 270 Scour
8 Design Structure
1 - Slab FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
13036 Vault Link
http://plansrv1/bridgemaintvault/b13036 GIS FO/SD
SD H Inv. Method
13.228 Latitude DD
35.22500278 Longitude DD
-96.65890556 ODOT County Number
67 Maint. Dist.
3 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
13507 x
-10760020.1475743 y
4194500.31861081 |
|||||||||||||||||||||||||||||||||||||
| 13035 | 4134R1530 X | 13035 | Lincoln | S.H. 18 | TURNER TP (I-44) UNDER | 4134 1530 X | 26ft.,2-45ft.,26ft.I-BM SPANSSKEW 77-14ft.-00ft. | 1953 | 35.71879722 | -96.88461944 | 127.953 | 33.599 | — | 4 | 0 | 2 | 27.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 30.4 | Serious (3) | Serious (3) | Fair (5) | Serious (3) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2500 | 2007 | 5 | Unmatched |
|
Raw data
OBJECTID
13506 BRKEY
13035 NBI No.
13035 On Under
1 Structure No.
4134R1530 X Control No.
Lane Ind.
Milepoint
Facility Carried
S.H. 18 Feature Intersected
TURNER TP (I-44) UNDER Division
03 County
081 Location
SH 18; @ JCT I-44 Sufficiency
30.4 Kind Hwy
3 Level Service
1 Route No.
00018 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
33.465 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
1953 ADT Total
2500 ADT Year
2007 Design Load
H 15 Skew
0 No. Main Spans
4 Road Width
27.999 Ref. Underclearance Rt.
H Underclearance Right
5.577 Underclearance Left
6.234 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
32.001 Span Type Main
M Material
3 - Steel Design
02 Length
127.953 Deck Width
33.599 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
6 Deck Rating
3 Super Rating
5 Sub Rating
3 Chan. Rating
N Culv. Rating
N Structure Rating
3 Deck Geometry
4 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
52.58 HS Inv. Rating Method
1 HS Inv. Method
31.636 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4000 Future ADT Year
2027 Bypass Detour
1.864114 School Bus Rte.
1 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
13035 ODOT County
41 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
2.799 Rt. Curb SW
2.799 Description
26ft.,2-45ft.,26ft.I-BM SPANSSKEW 77-14ft.-00ft. Route Flag
Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4134 1530 X H Index
46.7901 Latitude
35:43:07.67 Longitude
-96:53:04.63 I257A
_ I257B
_ I257C
0 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 18 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
31.60 NBI Text
13035 Vault Link
http://plansrv1/bridgemaintvault/b13035 GIS FO/SD
SD H Inv. Method
23.589 Latitude DD
35.71879722 Longitude DD
-96.88461944 ODOT County Number
41 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13506 x
-10785146.5017609 y
4261996.97100761 |
|||||||||||||||||||||||||||||||||||||
| 13034 | 1937R3740 X | 13034 | Creek | E0670 (81ST ST.) | TURNER TP (I-44) UNDER | 1937R3740 X | 21ft.,2-37ft.,25ft. I-BM S | 1953 | 36.06833333 | -96.065 | 127.953 | 21.699 | — | 4 | 0 | 2 | 17.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 30.1 | Poor (4) | Good (7) | Fair (5) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 17 - Collector (Urban) | T | 16420 | 2002 | 5 | Unmatched |
|
Raw data
OBJECTID
13505 BRKEY
13034 NBI No.
13034 On Under
1 Structure No.
1937R3740 X Control No.
Lane Ind.
Milepoint
Facility Carried
E0670 (81ST ST.) Feature Intersected
TURNER TP (I-44) UNDER Division
08 County
037 Location
84.4 MI'S N E JCT I-35 Sufficiency
30.1 Kind Hwy
5 Level Service
1 Route No.
E0670 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
36.001 Bridge System
T Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
17 - Collector (Urban) Year Built
1953 ADT Total
16420 ADT Year
2002 Design Load
H 15 Skew
0 No. Main Spans
4 Road Width
17.999 Ref. Underclearance Rt.
H Underclearance Right
5.499 Underclearance Left
6.201 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
17.999 Span Type Main
M Material
3 - Steel Design
02 Length
127.953 Deck Width
21.699 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
7 Super Rating
5 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
4 Deck Geometry
2 Underclearance
2 Bridge Posting
3 Waterway Adequacy
N Approach Alignment
6 HS Operating Rating Method
2 HS Operating Rating
19.952 HS Inv. Rating Method
2 HS Inv. Method
18.629 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
26272 Future ADT Year
2022 Bypass Detour
8.077825 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
N Existing Posting
1406 Max Measured Clearance
-1 Min Measured Clearance
1410 NBI Rating
13034 ODOT County
19 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
21ft.,2-37ft.,25ft. I-BM S Route Flag
Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1937R3740 X H Index
78.9351 Latitude
36:04:06 Longitude
-96:03:54 I257A
_ I257B
_ I257C
0 I257D
_ I257E
_ I263
_ Roadway Name
E0670 (81ST ST) Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
84.40 NBI Text
13034 Vault Link
http://plansrv1/bridgemaintvault/b13034 GIS FO/SD
Meets Standards H Inv. Method
-1 Latitude DD
36.06833333 Longitude DD
-96.065 ODOT County Number
19 Maint. Dist.
8 HPMS Functional Class
6 Rural/Urban
Urban ARC_ID_NUM
13505 x
-10693906.8830558 y
4310028.01113988 |
|||||||||||||||||||||||||||||||||||||
| 13033 | 3826R2397 X | 13033 | Kiowa | S.H. 54 | CREEK | 3826 2397 X | 30ft.-40ft.-30ft. I-BEAM SPANS | 1953 | 34.97926389 | -98.86666111 | 101.05 | 28.002 | — | 3 | 0 | 2 | 26.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 41.1 | Poor (4) | Fair (5) | Poor (4) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 960 | 2014 | 5 | Unmatched |
|
Raw data
OBJECTID
13504 BRKEY
13033 NBI No.
13033 On Under
1 Structure No.
3826R2397 X Control No.
026 Lane Ind.
Milepoint
23970 Facility Carried
S.H. 54 Feature Intersected
CREEK Division
05 County
075 Location
23.9 MI N U.S. 62 Sufficiency
41.1 Kind Hwy
3 Level Service
1 Route No.
00054 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
1953 ADT Total
960 ADT Year
2014 Design Load
H 15 Skew
0 No. Main Spans
3 Road Width
26.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
28.002 Span Type Main
M Material
3 - Steel Design
02 Length
101.05 Deck Width
28.002 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
7 Deck Rating
5 Super Rating
4 Sub Rating
5 Chan. Rating
7 Culv. Rating
N Structure Rating
4 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
38.25 HS Inv. Rating Method
1 HS Inv. Method
23.038 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1536 Future ADT Year
2034 Bypass Detour
31.068559 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
-1 Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
13033 ODOT County
38 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
30ft.-40ft.-30ft. I-BEAM SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
3826 2397 X H Index
91.1441 Latitude
34:58:45.35 Longitude
-98:51:59.98 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 54 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
13033 Vault Link
http://plansrv1/bridgemaintvault/b13033 GIS FO/SD
SD H Inv. Method
15.763 Latitude DD
34.97926389 Longitude DD
-98.86666111 ODOT County Number
38 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13504 x
-11005786.3711963 y
4161063.54647717 |
|||||||||||||||||||||||||||||||||||||
| 13032 | 4134T2190 X | 13032 | Lincoln | TURNER TP (I-44) | R.R. R/W ABANDONED UNDER | 4134T2190 X | 31ft.-40ft.-31ft. I-BEAM SPANS | 1953 | 35.73927778 | -96.77084444 | 104.987 | 74.701 | — | 3 | 5 | 4 | 68.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 75 | Good (7) | Satisfactory (6) | Good (7) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | T | 23100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13503 BRKEY
13032 NBI No.
13032 On Under
1 Structure No.
4134T2190 X Control No.
034 Lane Ind.
Milepoint
21900 Facility Carried
TURNER TP (I-44) Feature Intersected
R.R. R/W ABANDONED UNDER Division
03 County
081 Location
38.2 MI N E JCT I-35 Sufficiency
75 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
2 Vertical Clearance
N Horizontal Clearance
72.001 Bridge System
T Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1953 ADT Total
23100 ADT Year
2022 Design Load
H 20 Skew
5 No. Main Spans
3 Road Width
68.999 Ref. Underclearance Rt.
H Underclearance Right
18.799 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
4 Fill RCB
0 Appr. Roadway Width
82.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
104.987 Deck Width
74.701 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
6 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
9 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
78.8 HS Inv. Rating Method
1 HS Inv. Method
52.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
36960 Future ADT Year
2042 Bypass Detour
99.897848 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
2300 Min Measured Clearance
2300 NBI Rating
13032 ODOT County
41 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
31ft.-40ft.-31ft. I-BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4134T2190 X H Index
91.9908 Latitude
35:44:21.4 Longitude
-96:46:15.04 I257A
1 I257B
1 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
TURNER TP (I-44) Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
38.20 NBI Text
13032 Vault Link
http://plansrv1/bridgemaintvault/b13032 GIS FO/SD
Meets Standards H Inv. Method
30.8 Latitude DD
35.73927778 Longitude DD
-96.77084444 ODOT County Number
41 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
13503 x
-10772481.1266959 y
4264805.4461547 |
|||||||||||||||||||||||||||||||||||||
| 13031 | 1937T1419 X | 13031 | Creek | TURNER TP (I-44) | S.H. 66 UNDER | 1937T1420 X | 30ft.-45ft.-30ft. I-BEAM. SPANS SK.60 LF | 1953 | 35.849189 | -96.387431 | 104.987 | 76.001 | — | 3 | 30 | 4 | 68.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 78 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | T | 23500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13502 BRKEY
13031 NBI No.
13031 On Under
1 Structure No.
1937T1419 X Control No.
037 Lane Ind.
Milepoint
14190 Facility Carried
TURNER TP (I-44) Feature Intersected
S.H. 66 UNDER Division
08 County
037 Location
1.3 MI NE SH 48 Sufficiency
78 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
74.501 Bridge System
T Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1953 ADT Total
23500 ADT Year
2022 Design Load
H 20 Skew
30 No. Main Spans
3 Road Width
68.999 Ref. Underclearance Rt.
H Underclearance Right
7.999 Underclearance Left
6.001 Deck Structure Type
1 No. Lanes
4 Fill RCB
0 Appr. Roadway Width
82.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
104.987 Deck Width
76.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
69.1 HS Inv. Rating Method
1 HS Inv. Method
44.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
37600 Future ADT Year
2042 Bypass Detour
14.999962 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1500 Max Measured Clearance
1609 Min Measured Clearance
1504 NBI Rating
13031 ODOT County
19 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
30ft.-45ft.-30ft. I-BEAM. SPANS SK.60 LF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1937T1420 X H Index
92.0371 Latitude
35:50:57.08 Longitude
-96:23:14.75 I257A
1 I257B
1 I257C
0 I257D
1 I257E
0 I263
2 Roadway Name
TURNER TP (I-44) Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
61.20 NBI Text
13031 Vault Link
http://plansrv1/bridgemaintvault/b13031 GIS FO/SD
Meets Standards H Inv. Method
26.6 Latitude DD
35.849189 Longitude DD
-96.387431 ODOT County Number
19 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
13502 x
-10729799.7377918 y
4279889.80397113 |
|||||||||||||||||||||||||||||||||||||
| 12940 | 5126 0807 X | 12940 | Muskogee | S.H. 2 | SOUTH FORK TRIB. | 5126 0807 X | 3-10ft.X 10ft.X 38ft. R.C. | 1953 | 35.37139444 | -95.27150556 | 34.121 | 36 | — | 3 | 0 | 2 | 32 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 81.1 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 3200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13501 BRKEY
12940 NBI No.
12940 On Under
1 Structure No.
5126 0807 X Control No.
026 Lane Ind.
Milepoint
08070 Facility Carried
S.H. 2 Feature Intersected
SOUTH FORK TRIB. Division
01 County
101 Location
8.2 MI N C/L Sufficiency
81.1 Kind Hwy
3 Level Service
1 Route No.
00002 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
32.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1953 ADT Total
3200 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
32 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
32.001 Span Type Main
M Material
1 - Concrete Design
19 Length
34.121 Deck Width
36 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
6 Structure Rating
6 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
62.8 HS Inv. Rating Method
1 HS Inv. Method
37.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5120 Future ADT Year
2042 Bypass Detour
64.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
12940 ODOT County
51 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X 10ft.X 38ft. R.C. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5126 0807 X H Index
95.9473 Latitude
35:22:17.02 Longitude
-95:16:17.42 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 2 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
12940 Vault Link
http://plansrv1/bridgemaintvault/b12940 GIS FO/SD
Meets Standards H Inv. Method
20.9 Latitude DD
35.37139444 Longitude DD
-95.27150556 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
13501 x
-10605575.4860477 y
4214467.40672076 |
|||||||||||||||||||||||||||||||||||||
| 12939 | 0212 0804 X | 12939 | Alfalfa | S.H. 8 | CREEK | 0212 0804 X | 3-10X6X39.4ft. RCB | 1953 | 36.899175 | -98.377925 | 37.073 | 34.199 | — | 3 | 30 | 2 | 32.402 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 83.6 | 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) | B | 1400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13500 BRKEY
12939 NBI No.
12939 On Under
1 Structure No.
0212 0804 X Control No.
012 Lane Ind.
Milepoint
08040 Facility Carried
S.H. 8 Feature Intersected
CREEK Division
06 County
003 Location
8.0 MI.N&W.JCT.US64 Sufficiency
83.6 Kind Hwy
3 Level Service
1 Route No.
00008 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
32.402 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
1953 ADT Total
1400 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
32.402 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
27.008 Span Type Main
M Material
1 - Concrete Design
19 Length
37.073 Deck Width
34.199 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
43.19 HS Inv. Rating Method
1 HS Inv. Method
25.91 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2240 Future ADT Year
2042 Bypass Detour
31.689931 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
nr Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
12939 ODOT County
02 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10X6X39.4ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0212 0804 X H Index
89.6208 Latitude
36:53:57.03 Longitude
-98:22:40.53 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 8 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
12939 Vault Link
http://plansrv1/bridgemaintvault/b12939 GIS FO/SD
Meets Standards H Inv. Method
15.21 Latitude DD
36.899175 Longitude DD
-98.377925 ODOT County Number
2 Maint. Dist.
6 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13500 x
-10951380.5162989 y
4425062.38499235 |
|||||||||||||||||||||||||||||||||||||
| 12938 | 4008R0630 X | 12938 | Le Flore | U.S. 59 | CREEK | 4008 0630 X | (3) 10ft. x 7ft. x 36ft. RCB | 1953 | 35.26928889 | -94.76117222 | 33.999 | 37.999 | — | 3 | 0 | 2 | 36.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 94 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 3800 | 2010 | 5 | Unmatched |
|
Raw data
OBJECTID
13499 BRKEY
12938 NBI No.
12938 On Under
1 Structure No.
4008R0630 X Control No.
008 Lane Ind.
Milepoint
06300 Facility Carried
U.S. 59 Feature Intersected
CREEK Division
02 County
079 Location
0.83 N JCT SH-9 Sufficiency
94 Kind Hwy
2 Level Service
1 Route No.
00059 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
36.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1953 ADT Total
3800 ADT Year
2010 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
36.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
01 Appr. Roadway Width
32.001 Span Type Main
M Material
1 - Concrete Design
19 Length
33.999 Deck Width
37.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
8 Structure Rating
8 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 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
6080 Future ADT Year
2030 Bypass Detour
6.835083 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
12938 ODOT County
40 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
1.001 Rt. Curb SW
1.001 Description
(3) 10ft. x 7ft. x 36ft. RCB Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4008 0630 X H Index
100 Latitude
35:16:09.44 Longitude
-94:45:40.22 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
_ Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
062 NBI Text
12938 Vault Link
http://plansrv1/bridgemaintvault/b12938 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
35.26928889 Longitude DD
-94.76117222 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
13499 x
-10548765.4385041 y
4200536.91310088 |
|||||||||||||||||||||||||||||||||||||
| 12937 | 6524 0612 X | 12937 | Roger Mills | S.H. 47 | CREEK | 6524 0612 X | 2-10ft.X 12ft.X 48ft. RDY. R.C.B., SK 45 DEG. R.F. | 1953 | 35.617675 | -99.80149444 | 33.136 | 50 | — | 2 | 45 | 2 | 48.002 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 97.6 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 750 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13498 BRKEY
12937 NBI No.
12937 On Under
1 Structure No.
6524 0612 X Control No.
024 Lane Ind.
Milepoint
06120 Facility Carried
S.H. 47 Feature Intersected
CREEK Division
05 County
129 Location
6.2 MI E JCT S.H. 30 Sufficiency
97.6 Kind Hwy
3 Level Service
1 Route No.
00047 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
48.002 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1953 ADT Total
750 ADT Year
2022 Design Load
HS 20 Skew
45 No. Main Spans
2 Road Width
48.002 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
4 Appr. Roadway Width
26.001 Span Type Main
M Material
1 - Concrete Design
19 Length
33.136 Deck Width
50 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
74.45 HS Inv. Rating Method
1 HS Inv. Method
44.66 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1200 Future ADT Year
2042 Bypass Detour
39.767756 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
12937 ODOT County
65 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 12ft.X 48ft. RDY. R.C.B., SK 45 DEG. R.F. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6524 0612 X H Index
96.04 Latitude
35:37:03.63 Longitude
-99:48:05.38 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 47 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
12937 Vault Link
http://plansrv1/bridgemaintvault/b12937 GIS FO/SD
Meets Standards H Inv. Method
24.81 Latitude DD
35.617675 Longitude DD
-99.80149444 ODOT County Number
65 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13498 x
-11109851.5414685 y
4248140.7655888 |
|||||||||||||||||||||||||||||||||||||
| 12936 | 4011 0595 X | 12936 | Le Flore | U.S. 270 | THOMPSON CREEK | 4011 0595 X | (3) 10ft. X 10ft. X 36ft. RCB | 1953 | 34.92641667 | -94.67611389 | 33.999 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 92.9 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 1900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13497 BRKEY
12936 NBI No.
12936 On Under
1 Structure No.
4011 0595 X Control No.
011 Lane Ind.
Milepoint
05950 Facility Carried
U.S. 270 Feature Intersected
THOMPSON CREEK Division
02 County
079 Location
5.95 SE JCT US-271 Sufficiency
92.9 Kind Hwy
2 Level Service
1 Route No.
00270 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
36.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1953 ADT Total
1900 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
30 Span Type Main
M Material
1 - Concrete Design
19 Length
33.999 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
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
3040 Future ADT Year
2042 Bypass Detour
28.2 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
12936 ODOT County
40 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(3) 10ft. X 10ft. X 36ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4011 0595 X H Index
98.02 Latitude
34:55:35.1 Longitude
-94:40:34.01 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
074 NBI Text
12936 Vault Link
http://plansrv1/bridgemaintvault/b12936 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
34.92641667 Longitude DD
-94.67611389 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
13497 x
-10539296.7885208 y
4153885.9541385 |
|||||||||||||||||||||||||||||||||||||
| 12935 | 6702 0572 X | 12935 | Seminole | U.S. 270 | CREEK | 6702 0572 X | 3-10ft.X 12ft.X 44ft. RDY | 1953 | 35.20435 | -96.621325 | 34.121 | 43.999 | — | 3 | 0 | 2 | 43.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 95.9 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 6200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13496 BRKEY
12935 NBI No.
12935 On Under
1 Structure No.
6702 0572 X Control No.
002 Lane Ind.
Milepoint
05720 Facility Carried
U.S. 270 Feature Intersected
CREEK Division
03 County
133 Location
3.5 MI E SH 3 Sufficiency
95.9 Kind Hwy
2 Level Service
1 Route No.
00270 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
43.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1953 ADT Total
6200 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
43.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
43.999 Span Type Main
M Material
1 - Concrete Design
19 Length
34.121 Deck Width
43.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
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
65.12 HS Inv. Rating Method
1 HS Inv. Method
39.06 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
9920 Future ADT Year
2042 Bypass Detour
8.699197 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
12935 ODOT County
67 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X 12ft.X 44ft. RDY Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6702 0572 X H Index
78.4236 Latitude
35:12:15.66 Longitude
-96:37:16.77 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 270 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
12935 Vault Link
http://plansrv1/bridgemaintvault/b12935 GIS FO/SD
Meets Standards H Inv. Method
22.11 Latitude DD
35.20435 Longitude DD
-96.621325 ODOT County Number
67 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
13496 x
-10755836.6987714 y
4191686.28579856 |
|||||||||||||||||||||||||||||||||||||
| 12844 | 0712R0064 X | 12844 | Bryan | S.H. 48 | BLUE RIVER | 0712 0143 X | 45ft. - (3) 70ft. - 45ft. I-BEAM | 1952 | 34.08923889 | -96.36856667 | 301.001 | 28.501 | — | 5 | 0 | 2 | 26.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Closed (K) | 54 | Poor (4) | Fair (5) | Satisfactory (6) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2300 | 2011 | 5 | Unmatched |
|
Raw data
OBJECTID
13495 BRKEY
12844 NBI No.
12844 On Under
1 Structure No.
0712R0064 X Control No.
012 Lane Ind.
Milepoint
00640 Facility Carried
S.H. 48 Feature Intersected
BLUE RIVER Division
02 County
013 Location
0.64 N JCT SH-78 Sufficiency
54 Kind Hwy
3 Level Service
1 Route No.
00048 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
1952 ADT Total
2300 ADT Year
2011 Design Load
H 15 Skew
0 No. Main Spans
5 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
27.999 Span Type Main
M Material
3 - Steel Design
02 Length
301.001 Deck Width
28.501 Bridge Open Closed
K TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
5 Super Rating
6 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
4 Deck Geometry
3 Underclearance
N Bridge Posting
4 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
28.77 HS Inv. Rating Method
1 HS Inv. Method
17.306 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3680 Future ADT Year
2031 Bypass Detour
16.777022 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
12844 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
6 Lft. Curb SW
1.25 Rt. Curb SW
1.25 Description
45ft. - (3) 70ft. - 45ft. I-BEAM Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
0712 0143 X H Index
96.4768 Latitude
34:05:21.26 Longitude
-96:22:06.84 I257A
1 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
SH-48 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
057 NBI Text
12844 Vault Link
http://plansrv1/bridgemaintvault/b12844 GIS FO/SD
Meets Standards H Inv. Method
13.448 Latitude DD
34.08923889 Longitude DD
-96.36856667 ODOT County Number
7 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13495 x
-10727699.770182 y
4040790.93221698 |
|||||||||||||||||||||||||||||||||||||
| 12843 | 1904R2105 X | 12843 | Creek | S.H. 66 | ROCK CREEK | 1904 2105 X | 80ft.-100ft.-80ft.CONI-BM | 1952 | 35.99333333 | -96.13666667 | 262.139 | 33.136 | — | 3 | 0 | 2 | 27.887 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 52.3 | Fair (5) | Poor (4) | Fair (5) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 10000 | 2006 | 5 | Unmatched |
|
Raw data
OBJECTID
13494 BRKEY
12843 NBI No.
12843 On Under
1 Structure No.
1904R2105 X Control No.
004 Lane Ind.
Milepoint
21050 Facility Carried
S.H. 66 Feature Intersected
ROCK CREEK Division
08 County
037 Location
1.4 MI W JCT SH 97 Sufficiency
52.3 Kind Hwy
3 Level Service
1 Route No.
00066 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
27.887 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1952 ADT Total
10000 ADT Year
2006 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
27.887 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
40 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
262.139 Deck Width
33.136 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
6 Chan. Rating
5 Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
5 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
57.1 HS Inv. Rating Method
1 HS Inv. Method
34.282 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
16000 Future ADT Year
2026 Bypass Detour
47.22421 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
12843 ODOT County
19 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.64 Rt. Curb SW
1.64 Description
80ft.-100ft.-80ft.CONI-BM Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1904 2105 X H Index
48.4482 Latitude
35:59:36 Longitude
-96:08:12 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 66 Scour
_ Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
12843 Vault Link
http://plansrv1/bridgemaintvault/b12843 GIS FO/SD
SD H Inv. Method
24.251 Latitude DD
35.99333333 Longitude DD
-96.13666667 ODOT County Number
19 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13494 x
-10701884.7802671 y
4299704.08730302 |
|||||||||||||||||||||||||||||||||||||
| 12841 | 4134T0560SX | 12841 | Lincoln | TURNER TP (I-44) | S.H. 66 UNDER | 4134T0560SX | 119ft. I-BEAM. SPANS SK.20 DEG.53ft.30ft. | 1952 | 35.680933 | -97.047167 | 120 | 38.999 | — | 1 | 20 | 2 | 26.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 75.9 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | T | 12450 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13492 BRKEY
12841 NBI No.
12841 On Under
1 Structure No.
4134T0560SX Control No.
034 Lane Ind.
S Milepoint
05600 Facility Carried
TURNER TP (I-44) Feature Intersected
S.H. 66 UNDER Division
03 County
081 Location
5.6 MI E OKLA. C/L Sufficiency
75.9 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
26.001 Bridge System
T Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1952 ADT Total
12450 ADT Year
2022 Design Load
H 20 Skew
20 No. Main Spans
1 Road Width
26.001 Ref. Underclearance Rt.
H Underclearance Right
5 Underclearance Left
5 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
40 Span Type Main
M Material
3 - Steel Design
02 Length
120 Deck Width
38.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
6 Super Rating
6 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
2 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N 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
19920 Future ADT Year
2042 Bypass Detour
0.099997 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
Y Existing Posting
1411 Max Measured Clearance
1603 Min Measured Clearance
1502 NBI Rating
12841 ODOT County
41 Nav. Control
N 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
0 Rt. Curb SW
0 Description
119ft. I-BEAM. SPANS SK.20 DEG.53ft.30ft. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4134T0560SX H Index
83.7052 Latitude
35:40:51.36 Longitude
-97:02:49.8 I257A
1 I257B
1 I257C
0 I257D
1 I257E
0 I263
1 Roadway Name
I-44 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
22.10S NBI Text
12841 Vault Link
http://plansrv1/bridgemaintvault/b12841 GIS FO/SD
FO H Inv. Method
19.952 Latitude DD
35.680933 Longitude DD
-97.047167 ODOT County Number
41 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
13492 x
-10803241.2133698 y
4256806.59517137 |
|||||||||||||||||||||||||||||||||||||
| 12840 | 4134T0560NX | 12840 | Lincoln | TURNER TP (I-44) | S.H. 66 UNDER | 4134T0560NX | 119ft. I-BM. SPANS SK. | 1952 | 35.680933 | -97.047828 | 120 | 38.999 | — | 1 | 20 | 2 | 27.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 76.9 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | T | 13250 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13491 BRKEY
12840 NBI No.
12840 On Under
1 Structure No.
4134T0560NX Control No.
034 Lane Ind.
N Milepoint
05600 Facility Carried
TURNER TP (I-44) Feature Intersected
S.H. 66 UNDER Division
03 County
081 Location
5.6 MI E OKLA. C/L Sufficiency
76.9 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
27.001 Bridge System
T Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1952 ADT Total
13250 ADT Year
2022 Design Load
H 20 Skew
20 No. Main Spans
1 Road Width
27.001 Ref. Underclearance Rt.
H Underclearance Right
5 Underclearance Left
5 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
40 Span Type Main
M Material
3 - Steel Design
02 Length
120 Deck Width
38.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
6 Super Rating
6 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
2 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N 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
21200 Future ADT Year
2042 Bypass Detour
0.099997 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
Y Existing Posting
1411 Max Measured Clearance
1701 Min Measured Clearance
1505 NBI Rating
12840 ODOT County
41 Nav. Control
N 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
0 Rt. Curb SW
0 Description
119ft. I-BM. SPANS SK. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4134T0560NX H Index
79.3444 Latitude
35:40:51.36 Longitude
-97:02:52.18 I257A
1 I257B
1 I257C
0 I257D
1 I257E
0 I263
1 Roadway Name
I-44 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
22.10N NBI Text
12840 Vault Link
http://plansrv1/bridgemaintvault/b12840 GIS FO/SD
FO H Inv. Method
20 Latitude DD
35.680933 Longitude DD
-97.047828 ODOT County Number
41 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
13491 x
-10803314.7955532 y
4256806.59517137 |
|||||||||||||||||||||||||||||||||||||
| 12839 | 1937R2868 X | 12839 | Creek | TURNER TP (I-44) | S.H. 33 UNDER | 1937T2920 X | 2-CONC. SLAB SPANS | 1991 | 35.98723056 | -96.194275 | 89.895 | 91.001 | — | 2 | 15 | 4 | 75 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 93.3 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | T | 25900 | 2016 | 5 | Unmatched |
|
Raw data
OBJECTID
13490 BRKEY
12839 NBI No.
12839 On Under
1 Structure No.
1937R2868 X Control No.
037 Lane Ind.
Milepoint
28680 Facility Carried
TURNER TP (I-44) Feature Intersected
S.H. 33 UNDER Division
08 County
037 Location
24.3 MI E PAYNE CO Sufficiency
93.3 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.5 Bridge System
T Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1991 ADT Total
25900 ADT Year
2016 Design Load
HS 20 Skew
15 No. Main Spans
2 Road Width
75 Ref. Underclearance Rt.
H Underclearance Right
10.499 Underclearance Left
2.5 Deck Structure Type
1 No. Lanes
4 Fill RCB
0 Appr. Roadway Width
75 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
89.895 Deck Width
91.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
6 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
9 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N 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
41440 Future ADT Year
2036 Bypass Detour
1.864114 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1607 Max Measured Clearance
2007 Min Measured Clearance
1611 NBI Rating
12839 ODOT County
19 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-CONC. SLAB SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1937T2920 X H Index
89.9846 Latitude
35:59:14.03 Longitude
-96:11:39.39 I257A
1 I257B
1 I257C
0 I257D
1 I257E
0 I263
2 Roadway Name
TURNER TP (I-44) Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
75.60 NBI Text
12839 Vault Link
http://plansrv1/bridgemaintvault/b12839 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
35.98723056 Longitude DD
-96.194275 ODOT County Number
19 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
13490 x
-10708297.7102281 y
4298864.45901728 |
|||||||||||||||||||||||||||||||||||||
| 13030 | 5576T1240 X | 13030 | Oklahoma | TURNER TP (I-44) | SLWC R.R. UNDER | 5576T1240 X | 31ft.-42ft.-31ft. I-BEAM SPANS, SK 61 LF | 1953 | 35.64064444 | -97.21273056 | 108.924 | 80.299 | — | 3 | 29 | 4 | 68.701 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 75 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | T | 24900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13483 BRKEY
13030 NBI No.
13030 On Under
1 Structure No.
5576T1240 X Control No.
076 Lane Ind.
Milepoint
12400 Facility Carried
TURNER TP (I-44) Feature Intersected
SLWC R.R. UNDER Division
04 County
109 Location
12.4 MI N E JCT I-35 Sufficiency
75 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
2 Vertical Clearance
N Horizontal Clearance
68.701 Bridge System
T Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1953 ADT Total
24900 ADT Year
2022 Design Load
H 20 Skew
29 No. Main Spans
3 Road Width
68.701 Ref. Underclearance Rt.
R Underclearance Right
21.417 Underclearance Left
7.001 Deck Structure Type
1 No. Lanes
4 Fill RCB
0 Appr. Roadway Width
82.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
108.924 Deck Width
80.299 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
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
9 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
96.5 HS Inv. Rating Method
1 HS Inv. Method
57.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
39840 Future ADT Year
2042 Bypass Detour
99.897848 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
2404 Min Measured Clearance
2311 NBI Rating
13030 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
31ft.-42ft.-31ft. I-BEAM SPANS, SK 61 LF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5576T1240 X H Index
93.0072 Latitude
35:38:26.32 Longitude
-97:12:45.83 I257A
1 I257B
1 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
I-44 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
12.40 NBI Text
13030 Vault Link
http://plansrv1/bridgemaintvault/b13030 GIS FO/SD
Meets Standards H Inv. Method
44.3 Latitude DD
35.64064444 Longitude DD
-97.21273056 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
13483 x
-10821671.6645629 y
4251286.59799065 |
|||||||||||||||||||||||||||||||||||||
| 13029 | 7520 0196 X | 13029 | Washita | S.H. 54 | OAK CREEK | 7520 0196 X | 30ft.-40ft.-30ft. WEATHERING STEEL I-BEAM SPANS | 1953 | 35.14423611 | -98.86332222 | 101.05 | 32.001 | — | 3 | 0 | 2 | 30 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 92.4 | Good (7) | Satisfactory (6) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13482 BRKEY
13029 NBI No.
13029 On Under
1 Structure No.
7520 0196 X Control No.
020 Lane Ind.
Milepoint
01960 Facility Carried
S.H. 54 Feature Intersected
OAK CREEK Division
05 County
149 Location
2.2 MI N KIOWA C/L Sufficiency
92.4 Kind Hwy
3 Level Service
1 Route No.
00054 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
30 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1953 ADT Total
1200 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
30 Span Type Main
M Material
3 - Steel Design
02 Length
101.05 Deck Width
32.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
8 Sub Rating
7 Chan. Rating
6 Culv. Rating
N Structure Rating
7 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
7 HS Operating Rating Method
3 HS Operating Rating
79 HS Inv. Rating Method
3 HS Inv. Method
60.9 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1700 Future ADT Year
2042 Bypass Detour
29.204446 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
13029 ODOT County
75 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
30ft.-40ft.-30ft. WEATHERING STEEL I-BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7520 0196 X H Index
100 Latitude
35:08:39.25 Longitude
-98:51:47.96 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 54 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
13029 Vault Link
http://plansrv1/bridgemaintvault/b13029 GIS FO/SD
Meets Standards H Inv. Method
60.8 Latitude DD
35.14423611 Longitude DD
-98.86332222 ODOT County Number
75 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13482 x
-11005414.6876617 y
4183499.57178151 |
|||||||||||||||||||||||||||||||||||||
| 13028 | 1937T1437 X | 13028 | Creek | TURNER TP (I-44) | TURNPIKE RAMP UNDER | 1937T1440 X | 24ft.-43ft.-24ft. I-BEAM SPANS | 1953 | 35.85026667 | -96.38441667 | 95.499 | 74.701 | — | 3 | 0 | 5 | 68.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 69 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | T | 25900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13481 BRKEY
13028 NBI No.
13028 On Under
1 Structure No.
1937T1437 X Control No.
037 Lane Ind.
Milepoint
14370 Facility Carried
TURNER TP (I-44) Feature Intersected
TURNPIKE RAMP UNDER Division
08 County
037 Location
61.4 MI N E JCT I-35 Sufficiency
69 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
72.001 Bridge System
T Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1953 ADT Total
25900 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
68.999 Ref. Underclearance Rt.
H Underclearance Right
2.999 Underclearance Left
1.001 Deck Structure Type
1 No. Lanes
5 Fill RCB
0 Appr. Roadway Width
82.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
95.499 Deck Width
74.701 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
4 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
65.9 HS Inv. Rating Method
1 HS Inv. Method
43.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
41440 Future ADT Year
2042 Bypass Detour
99.897848 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1500 Max Measured Clearance
1510 Min Measured Clearance
1503 NBI Rating
13028 ODOT County
19 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
24ft.-43ft.-24ft. I-BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1937T1440 X H Index
93.8423 Latitude
35:51:00.96 Longitude
-96:23:03.9 I257A
1 I257B
1 I257C
0 I257D
1 I257E
0 I263
2 Roadway Name
TURNER TP (I-44) Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
61.40 NBI Text
13028 Vault Link
http://plansrv1/bridgemaintvault/b13028 GIS FO/SD
FO H Inv. Method
28.2 Latitude DD
35.85026667 Longitude DD
-96.38441667 ODOT County Number
19 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
13481 x
-10729464.1841111 y
4280037.80818335 |
|||||||||||||||||||||||||||||||||||||
| 13027 | 5106R0904 X | 13027 | Muskogee | U.S. 62 | FOUR MILE CREEK | 5106R0904 X | 3-30ft. I-BM SPANS | 1953 | 35.79833333 | -95.12333333 | 90.879 | 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) | 25.9 | Poor (4) | Poor (4) | Poor (4) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 7400 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
13480 BRKEY
13027 NBI No.
13027 On Under
1 Structure No.
5106R0904 X Control No.
006 Lane Ind.
Milepoint
09040 Facility Carried
U.S. 62 Feature Intersected
FOUR MILE CREEK Division
01 County
101 Location
9.0 MI E JCT SH 16 Sufficiency
25.9 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
27.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1953 ADT Total
7400 ADT Year
1999 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
27.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
43.999 Span Type Main
M Material
3 - Steel Design
02 Length
90.879 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.
9 Deck Rating
4 Super Rating
4 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
4 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
6 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
6500 Future ADT Year
2017 Bypass Detour
29.204446 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
13027 ODOT County
51 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-30ft. I-BM SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5106R0904 X H Index
100 Latitude
35:47:54 Longitude
-95:07:24 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
U.S. 62 Scour
6 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
13027 Vault Link
http://plansrv1/bridgemaintvault/b13027 GIS FO/SD
SD H Inv. Method
19.842 Latitude DD
35.79833333 Longitude DD
-95.12333333 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
13480 x
-10589081.0288544 y
4272907.71230988 |
|||||||||||||||||||||||||||||||||||||
| 13026 | 5576T0410 X | 13026 | Oklahoma | TURNER TP (I-44) | CO. RD. N3170 UNDER | 5576T0410 X | 27ft.-30ft.-27ft. I-BEAM SPANS | 1953 | 35.61301389 | -97.35391667 | 90.879 | 80 | — | 3 | 13 | 4 | 74.199 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 76 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | T | 24900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13479 BRKEY
13026 NBI No.
13026 On Under
1 Structure No.
5576T0410 X Control No.
076 Lane Ind.
Milepoint
04100 Facility Carried
TURNER TP (I-44) Feature Intersected
CO. RD. N3170 UNDER Division
04 County
109 Location
4.1 MI E OF I-35 Sufficiency
76 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
1 Vertical Clearance
N Horizontal Clearance
37.1 Bridge System
T Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1953 ADT Total
24900 ADT Year
2022 Design Load
HS 20 Skew
13 No. Main Spans
3 Road Width
74.199 Ref. Underclearance Rt.
H Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
4 Fill RCB
0 Appr. Roadway Width
74.199 Span Type Main
M Material
3 - Steel Design
02 Length
90.879 Deck Width
80 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
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
9 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
66 HS Inv. Rating Method
1 HS Inv. Method
43.9 H Operating Rating
0 H Inv. Rating Method
0 Future ADT
39840 Future ADT Year
2042 Bypass Detour
99.897848 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
80 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1503 Max Measured Clearance
1904 Min Measured Clearance
1503 NBI Rating
13026 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
27ft.-30ft.-27ft. I-BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5576T0410 X H Index
94.3665 Latitude
35:36:46.85 Longitude
-97:21:14.1 I257A
1 I257B
1 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
TURNER TP (I-44) Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
04.10 NBI Text
13026 Vault Link
http://plansrv1/bridgemaintvault/b13026 GIS FO/SD
FO H Inv. Method
26.8 Latitude DD
35.61301389 Longitude DD
-97.35391667 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
13479 x
-10837388.4304352 y
4247502.50285432 |
|||||||||||||||||||||||||||||||||||||
| 13025 | 4134R0210 X | 13025 | Lincoln | TURNER TP (I-44) | CO. RD. N3310 UNDER | 4134T0210 X | 26ft.-31ft.-26ft. I-BEAM SPANS, SK 69 LF | 1953 | 35.662475 | -97.106075 | 90.879 | 85.299 | — | 3 | 21 | 4 | 80 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 71 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | T | 24900 | 2012 | 5 | Unmatched |
|
Raw data
OBJECTID
13478 BRKEY
13025 NBI No.
13025 On Under
1 Structure No.
4134R0210 X Control No.
034 Lane Ind.
Milepoint
02100 Facility Carried
TURNER TP (I-44) Feature Intersected
CO. RD. N3310 UNDER Division
03 County
081 Location
18.5 MI N E JCT I-35 Sufficiency
71 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
1 Vertical Clearance
N Horizontal Clearance
82.999 Bridge System
T Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1953 ADT Total
24900 ADT Year
2012 Design Load
HS 20 Skew
21 No. Main Spans
3 Road Width
80 Ref. Underclearance Rt.
H Underclearance Right
2.001 Underclearance Left
2.001 Deck Structure Type
1 No. Lanes
4 Fill RCB
0 Appr. Roadway Width
82.999 Span Type Main
M Material
3 - Steel Design
02 Length
90.879 Deck Width
85.299 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
6 Super Rating
6 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
9 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N 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
39840 Future ADT Year
2032 Bypass Detour
99.897848 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1810 Max Measured Clearance
2104 Min Measured Clearance
1900 NBI Rating
13025 ODOT County
41 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
26ft.-31ft.-26ft. I-BEAM SPANS, SK 69 LF Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4134T0210 X H Index
88.6501 Latitude
35:39:44.91 Longitude
-97:06:21.87 I257A
1 I257B
1 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
I-44 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
18.50 NBI Text
13025 Vault Link
http://plansrv1/bridgemaintvault/b13025 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
35.662475 Longitude DD
-97.106075 ODOT County Number
41 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
13478 x
-10809798.8219334 y
4254277.29067293 |
|||||||||||||||||||||||||||||||||||||
| 12934 | 6702 0543 X | 12934 | Seminole | U.S. 270 | CREEK | 6702 0543 X | 2-10ft.X 10ft.X 44ft. RDY | 1953 | 35.20709722 | -96.62524722 | 32.152 | 43.999 | — | 2 | 45 | 2 | 43.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 84.3 | 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 | 6200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13477 BRKEY
12934 NBI No.
12934 On Under
1 Structure No.
6702 0543 X Control No.
002 Lane Ind.
Milepoint
05430 Facility Carried
U.S. 270 Feature Intersected
CREEK Division
03 County
133 Location
3.2 MI E SH 3 Sufficiency
84.3 Kind Hwy
2 Level Service
1 Route No.
00270 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
43.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1953 ADT Total
6200 ADT Year
2022 Design Load
HS 20 Skew
45 No. Main Spans
2 Road Width
43.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
43.999 Span Type Main
M Material
1 - Concrete Design
19 Length
32.152 Deck Width
43.999 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
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
62.67 HS Inv. Rating Method
1 HS Inv. Method
37.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
9920 Future ADT Year
2042 Bypass Detour
8.699197 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
12934 ODOT County
67 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 10ft.X 44ft. RDY Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6702 0543 X H Index
74.9878 Latitude
35:12:25.55 Longitude
-96:37:30.89 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 270 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
12934 Vault Link
http://plansrv1/bridgemaintvault/b12934 GIS FO/SD
Meets Standards H Inv. Method
20.89 Latitude DD
35.20709722 Longitude DD
-96.62524722 ODOT County Number
67 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
13477 x
-10756273.3183046 y
4192060.56542255 |
|||||||||||||||||||||||||||||||||||||
| 12933 | 2130 0537 X | 12933 | Delaware | U.S. 412 ALT. | SALINE CREEK | 2130 0537 X | 3-10ft.X 6ft.X 34ft. R.C.B | 1953 | 36.20505833 | -94.92551111 | 34.121 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 89.1 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 2600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13476 BRKEY
12933 NBI No.
12933 On Under
1 Structure No.
2130 0537 X Control No.
030 Lane Ind.
Milepoint
05370 Facility Carried
U.S. 412 ALT. Feature Intersected
SALINE CREEK Division
08 County
041 Location
5.4 MI E MAYES CO. Sufficiency
89.1 Kind Hwy
2 Level Service
2 Route No.
0412A 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
1953 ADT Total
2600 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
26.001 Span Type Main
M Material
1 - Concrete Design
19 Length
34.121 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 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
4160 Future ADT Year
2042 Bypass Detour
39.767756 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
12933 ODOT County
21 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X 6ft.X 34ft. R.C.B Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2130 0537 X H Index
67 Latitude
36:12:18.21 Longitude
-94:55:31.84 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 412 ALT. Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
NO VALUE GIVEN Historical Significance
5 Local Bridge ID
-1 NBI Text
12933 Vault Link
http://plansrv1/bridgemaintvault/b12933 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
36.20505833 Longitude DD
-94.92551111 ODOT County Number
21 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13476 x
-10567059.5600564 y
4328873.89017817 |
|||||||||||||||||||||||||||||||||||||
| 12932 | 0226 0518 X | 12932 | Alfalfa | S.H. 58 | SPRING CREEK | 0226 0518 X | 3-10X8X37ft. RCB | 1953 | 36.60363889 | -98.25294444 | 37.073 | 32.201 | — | 3 | 30 | 2 | 30.499 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 95.7 | 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 | 690 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13475 BRKEY
12932 NBI No.
12932 On Under
1 Structure No.
0226 0518 X Control No.
026 Lane Ind.
Milepoint
05180 Facility Carried
S.H. 58 Feature Intersected
SPRING CREEK Division
06 County
003 Location
5.3 MI.N.OF JCT.SH45 Sufficiency
95.7 Kind Hwy
3 Level Service
1 Route No.
00058 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
30.499 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1953 ADT Total
690 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
30.499 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
24.006 Span Type Main
M Material
1 - Concrete Design
19 Length
37.073 Deck Width
32.201 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
6 Structure Rating
6 Deck Geometry
6 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
99.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1104 Future ADT Year
2042 Bypass Detour
24.854848 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
nr Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
12932 ODOT County
02 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10X8X37ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0226 0518 X H Index
94.6397 Latitude
36:36:13.1 Longitude
-98:15:10.6 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 58 Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
12932 Vault Link
http://plansrv1/bridgemaintvault/b12932 GIS FO/SD
Meets Standards H Inv. Method
57.5 Latitude DD
36.60363889 Longitude DD
-98.25294444 ODOT County Number
2 Maint. Dist.
6 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13475 x
-10937467.7440006 y
4384002.22504785 |
|||||||||||||||||||||||||||||||||||||
| 12931 | 2130 0510 X | 12931 | Delaware | U.S. 412 ALT. | SALINE CREEK | 2130 0510 X | 3-10ft.X 5ft.X 38ft. R.C.B | 1953 | 36.20503333 | -94.93029167 | 39.042 | 0 | — | 3 | 30 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 89.1 | 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) | C | 2600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13474 BRKEY
12931 NBI No.
12931 On Under
1 Structure No.
2130 0510 X Control No.
030 Lane Ind.
Milepoint
05100 Facility Carried
U.S. 412 ALT. Feature Intersected
SALINE CREEK Division
08 County
041 Location
5.1 MI E MAYES CO Sufficiency
89.1 Kind Hwy
2 Level Service
2 Route No.
0412A 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
1953 ADT Total
2600 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
26.001 Span Type Main
M Material
1 - Concrete Design
19 Length
39.042 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 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
4160 Future ADT Year
2042 Bypass Detour
39.767756 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
12931 ODOT County
21 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X 5ft.X 38ft. R.C.B Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2130 0510 X H Index
67 Latitude
36:12:18.12 Longitude
-94:55:49.05 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 412 ALT. Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
NO VALUE GIVEN Historical Significance
5 Local Bridge ID
-1 NBI Text
12931 Vault Link
http://plansrv1/bridgemaintvault/b12931 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
36.20503333 Longitude DD
-94.93029167 ODOT County Number
21 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13474 x
-10567591.7295613 y
4328870.44122706 |
|||||||||||||||||||||||||||||||||||||
| 12930 | 7520 0480 X | 12930 | Washita | S.H. 54 | CREEK | 7520 0480 X | 3-10ft.X10ft.X80ft. RDY. R.C.B. | 1953 | 35.18553056 | -98.86319167 | 34.121 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 96.2 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13473 BRKEY
12930 NBI No.
12930 On Under
1 Structure No.
7520 0480 X Control No.
020 Lane Ind.
Milepoint
04800 Facility Carried
S.H. 54 Feature Intersected
CREEK Division
05 County
149 Location
5.0 MI N KIOWA C/L Sufficiency
96.2 Kind Hwy
3 Level Service
1 Route No.
00054 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
80 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1953 ADT Total
1100 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
4 Appr. Roadway Width
30 Span Type Main
M Material
1 - Concrete Design
19 Length
34.121 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
55.1 HS Inv. Rating Method
1 HS Inv. Method
33.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1760 Future ADT Year
2042 Bypass Detour
31.068559 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
12930 ODOT County
75 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X10ft.X80ft. RDY. R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7520 0480 X H Index
97.36 Latitude
35:11:07.91 Longitude
-98:51:47.49 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 54 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
12930 Vault Link
http://plansrv1/bridgemaintvault/b12930 GIS FO/SD
Meets Standards H Inv. Method
18.4 Latitude DD
35.18553056 Longitude DD
-98.86319167 ODOT County Number
75 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13473 x
-11005400.1549022 y
4189122.6768095 |
|||||||||||||||||||||||||||||||||||||
| 12929 | 0802 0431 X | 12929 | Caddo | U.S. 62 | CREEK | 0802 0431 X | 3-10ft.X 10ft.X 41ft. R.C.BOX SK.30 DEG. WITH 4ft. DROP INLET | 1953 | 34.89860833 | -98.36180278 | 39.042 | 41.01 | — | 3 | 30 | 2 | 41.01 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 97.9 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 3000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13472 BRKEY
12929 NBI No.
12929 On Under
1 Structure No.
0802 0431 X Control No.
002 Lane Ind.
Milepoint
04310 Facility Carried
U.S. 62 Feature Intersected
CREEK Division
07 County
015 Location
0.3 MI W JCT SH19 (E) Sufficiency
97.9 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
32.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1953 ADT Total
3000 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
41.01 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
32.001 Span Type Main
M Material
1 - Concrete Design
19 Length
39.042 Deck Width
41.01 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
8 Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
53.7 HS Inv. Rating Method
1 HS Inv. Method
32.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4800 Future ADT Year
2042 Bypass Detour
1.242742 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
12929 ODOT County
08 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X 10ft.X 41ft. R.C.BOX SK.30 DEG. WITH 4ft. DROP INLET Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0802 0431 X H Index
100 Latitude
34:53:54.99 Longitude
-98:21:42.49 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 62 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
02 NBI Text
12929 Vault Link
http://plansrv1/bridgemaintvault/b12929 GIS FO/SD
Meets Standards H Inv. Method
17.9 Latitude DD
34.89860833 Longitude DD
-98.36180278 ODOT County Number
8 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
13472 x
-10949585.798978 y
4150110.94349432 |
|||||||||||||||||||||||||||||||||||||
| 12838 | 1120R0354 X | 12838 | Cherokee | S.H. 82 | TERRAPIN CREEK | 1120 0354 X | 5-40ft. CONC. GIRDER S | 1952 | 35.67628611 | -94.92695556 | 202.1 | 25 | — | 5 | 0 | 2 | 22.001 | 1 - Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Posted for load (P) | 35.9 | Poor (4) | Poor (4) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1400 | 2008 | 5 | Unmatched |
|
Raw data
OBJECTID
13471 BRKEY
12838 NBI No.
12838 On Under
1 Structure No.
1120R0354 X Control No.
020 Lane Ind.
Milepoint
03540 Facility Carried
S.H. 82 Feature Intersected
TERRAPIN CREEK Division
01 County
021 Location
3.6 MI N SEQUOYAH CL Sufficiency
35.9 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
1952 ADT Total
1400 ADT Year
2008 Design Load
H 15 Skew
0 No. Main Spans
5 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
27.999 Span Type Main
M Material
1 - Concrete Design
02 Length
202.1 Deck Width
25 Bridge Open Closed
P TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
4 Super Rating
6 Sub Rating
6 Chan. Rating
7 Culv. Rating
N Structure Rating
4 Deck Geometry
3 Underclearance
N Bridge Posting
3 Waterway Adequacy
8 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
26.345 HS Inv. Rating Method
1 HS Inv. Method
15.763 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2240 Future ADT Year
2028 Bypass Detour
62.75849 School Bus Rte.
3 Posted Weight
182645 Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
12838 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
2.5 Rt. Curb SW
2.5 Description
5-40ft. CONC. GIRDER S Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1120 0354 X H Index
77.3457 Latitude
35:40:34.63 Longitude
-94:55:37.04 I257A
_ 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
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
0 NBI Text
12838 Vault Link
http://plansrv1/bridgemaintvault/b12838 GIS FO/SD
SD H Inv. Method
11.023 Latitude DD
35.67628611 Longitude DD
-94.92695556 ODOT County Number
11 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13471 x
-10567220.3554949 y
4256169.77554253 |
|||||||||||||||||||||||||||||||||||||
| 12837 | 5510R1181 X | 12837 | Oklahoma | S.H. 66 | COON CREEK | 5510R1181 X | 55ft.-95ft.-55ft. PRESTRESSED CONC BM SPANS SK. 60 DEG. | 1994 | 35.66666667 | -97.225 | 208.005 | 42.001 | — | 3 | 30 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 93.2 | Very good (8) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2600 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
13470 BRKEY
12837 NBI No.
12837 On Under
1 Structure No.
5510R1181 X Control No.
010 Lane Ind.
Milepoint
11810 Facility Carried
S.H. 66 Feature Intersected
COON CREEK Division
04 County
109 Location
11.7 MI E OF JCT I-35 Sufficiency
93.2 Kind Hwy
3 Level Service
1 Route No.
00066 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1994 ADT Total
2600 ADT Year
1999 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
208.005 Deck Width
42.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
9 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
48.612 HS Inv. Rating Method
1 HS Inv. Method
48.612 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2900 Future ADT Year
2017 Bypass Detour
34.175415 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
12837 ODOT County
55 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
55ft.-95ft.-55ft. PRESTRESSED CONC BM SPANS SK. 60 DEG. Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5510R1181 X H Index
100 Latitude
35:40:00 Longitude
-97:13:30 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 66 Scour
6 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
12837 Vault Link
http://plansrv1/bridgemaintvault/b12837 GIS FO/SD
Meets Standards H Inv. Method
35.715 Latitude DD
35.66666667 Longitude DD
-97.225 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13470 x
-10823037.492376 y
4254851.6249667 |
|||||||||||||||||||||||||||||||||||||
| 12836 | 4902R0930WX | 12836 | Mayes | U.S. 69 | CHOTEAU CREEK | 4902 0930WX | 40ft.-50ft.-50ft.-40ft. I-BM | 1952 | 36.20678056 | -95.341075 | 182.087 | 32.999 | — | 4 | 0 | 2 | 27.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 45.4 | Poor (4) | Critical (2) | Poor (4) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 7300 | 2007 | 5 | Unmatched |
|
Raw data
OBJECTID
13469 BRKEY
12836 NBI No.
12836 On Under
1 Structure No.
4902R0930WX Control No.
002 Lane Ind.
W Milepoint
09300 Facility Carried
U.S. 69 Feature Intersected
CHOTEAU CREEK Division
08 County
097 Location
9.4 MI N WAGONER C/L Sufficiency
45.4 Kind Hwy
2 Level Service
1 Route No.
00069 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
27.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1952 ADT Total
7300 ADT Year
2007 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
0 Appr. Roadway Width
33.999 Span Type Main
M Material
3 - Steel Design
02 Length
182.087 Deck Width
32.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
2 Super Rating
4 Sub Rating
7 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
50.706 HS Inv. Rating Method
1 HS Inv. Method
30.424 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
11680 Future ADT Year
2027 Bypass Detour
0.124274 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
12836 ODOT County
49 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
0 Rt. Curb SW
0 Description
40ft.-50ft.-50ft.-40ft. I-BM Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4902 0930WX H Index
61.9991 Latitude
36:12:24.41 Longitude
-95:20:27.87 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
U.S. 69 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
12836 Vault Link
http://plansrv1/bridgemaintvault/b12836 GIS FO/SD
SD H Inv. Method
23.369 Latitude DD
36.20678056 Longitude DD
-95.341075 ODOT County Number
49 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
13469 x
-10613319.9206833 y
4329111.48831339 |
|||||||||||||||||||||||||||||||||||||
| 12835 | 0106R0729 X | 12835 | Adair | U.S. 59 | BALLARD CREEK | 0106 0729 X | 4-45ft. CONC. GIRDER SPANS SK45 DEG W/ 28ft. CLR.RDY. | 1952 | 36.092075 | -94.588911 | 181.102 | 27.999 | — | 4 | 45 | 2 | 27.999 | 1 - Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 36.2 | Poor (4) | Fair (5) | Fair (5) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 5600 | 2017 | 5 | Unmatched |
|
Raw data
OBJECTID
13468 BRKEY
12835 NBI No.
12835 On Under
1 Structure No.
0106R0729 X Control No.
006 Lane Ind.
Milepoint
07290 Facility Carried
U.S. 59 Feature Intersected
BALLARD CREEK Division
01 County
001 Location
7.2 MI.N.JCT.US 62 Sufficiency
36.2 Kind Hwy
2 Level Service
1 Route No.
00059 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
1952 ADT Total
5600 ADT Year
2017 Design Load
H 20 Skew
45 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
32.001 Span Type Main
M Material
1 - Concrete Design
02 Length
181.102 Deck Width
27.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
5 Super Rating
5 Sub Rating
4 Chan. Rating
7 Culv. Rating
N Structure Rating
4 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
57.761 HS Inv. Rating Method
1 HS Inv. Method
32.298 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8960 Future ADT Year
2037 Bypass Detour
24 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
12835 ODOT County
01 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
4-45ft. CONC. GIRDER SPANS SK45 DEG W/ 28ft. CLR.RDY. Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
0106 0729 X H Index
84.3188 Latitude
36:05:31.47 Longitude
-94:35:20.08 I257A
1 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 59 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete and Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
12835 NBI Text
12835 Vault Link
http://plansrv1/bridgemaintvault/b12835 GIS FO/SD
FOSD H Inv. Method
23.81 Latitude DD
36.092075 Longitude DD
-94.588911 ODOT County Number
1 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
13468 x
-10529589.4072103 y
4313298.15741838 |
|||||||||||||||||||||||||||||||||||||
| 13124 | 4506R1645 X | 13124 | McCurtain | S.H. 3 | GLOVER RIVER | 4506 1645 X | 210ft. HIGH TRUSS & 8-100ft. PONY TRUSS SPANS WITH 2-18ft. SAFETY CURBS | 1953 | 34.09845 | -94.90451389 | 1029.856 | 33 | — | 9 | 0 | 2 | 28 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 36.8 | Poor (4) | Fair (5) | Poor (4) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 3100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13463 BRKEY
13124 NBI No.
13124 On Under
1 Structure No.
4506R1645 X Control No.
006 Lane Ind.
Milepoint
16450 Facility Carried
S.H. 3 Feature Intersected
GLOVER RIVER Division
02 County
089 Location
16.5 MI E PUSH. C/L Sufficiency
36.8 Kind Hwy
3 Level Service
1 Route No.
00003 Service Type On
1 Service Type Off
5 Vertical Clearance
Y Horizontal Clearance
28 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
1953 ADT Total
3100 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
9 Road Width
28 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
28 Span Type Main
M Material
3 - Steel Design
10 Length
1029.856 Deck Width
33 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
4 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 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
4960 Future ADT Year
2042 Bypass Detour
59.030263 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1509 Max Measured Clearance
1600 Min Measured Clearance
1600 NBI Rating
13124 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
1.5 Rt. Curb SW
1.5 Description
210ft. HIGH TRUSS & 8-100ft. PONY TRUSS SPANS WITH 2-18ft. SAFETY CURBS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4506 1645 X H Index
64.8159 Latitude
34:05:54.42 Longitude
-94:54:16.25 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
S.H. 3 Scour
8 Design Structure
10 - Truss - Thru FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
35 NBI Text
13124 Vault Link
http://plansrv1/bridgemaintvault/b13124 GIS FO/SD
SD H Inv. Method
19.6 Latitude DD
34.09845 Longitude DD
-94.90451389 ODOT County Number
45 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
13463 x
-10564722.160218 y
4042029.12883243 |
|||||||||||||||||||||||||||||||||||||
| 13123 | 2047R0261 X | 13123 | Custer | I-40 BUS. | WASHITA RIVER | 2047 0261 X | 2(4-100ft. CONT.) I-BEAM SPANS W/ 2-4ft. SIDEWALKS | 1953 | 35.515394 | -98.958 | 802 | 68 | — | 8 | 0 | 4 | 60 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 75.9 | Fair (5) | Fair (5) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | A | 7000 | 2020 | 5 | Unmatched |
|
Raw data
OBJECTID
13462 BRKEY
13123 NBI No.
13123 On Under
1 Structure No.
2047R0261 X Control No.
047 Lane Ind.
Milepoint
02610 Facility Carried
I-40 BUS. Feature Intersected
WASHITA RIVER Division
05 County
039 Location
.5 MI E JCT US183 Sufficiency
75.9 Kind Hwy
3 Level Service
6 Route No.
0040B Service Type On
5 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
60 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1953 ADT Total
7000 ADT Year
2020 Design Load
HS 20 Skew
0 No. Main Spans
8 Road Width
60 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
62 Span Type Main
M Material
3 - Steel Design
02 Length
802 Deck Width
68 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
5 Sub Rating
5 Chan. Rating
5 Culv. Rating
N Structure Rating
5 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
57 HS Inv. Rating Method
1 HS Inv. Method
34 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
11200 Future ADT Year
2040 Bypass Detour
3.728227 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
13123 ODOT County
20 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
4 Rt. Curb SW
4 Description
2(4-100ft. CONT.) I-BEAM SPANS W/ 2-4ft. SIDEWALKS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
2047 0261 X H Index
96.3062 Latitude
35:30:55.42 Longitude
-98:57:28.8 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-40 BUS. Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
6 - Business Historical Significance
5 Local Bridge ID
-1 NBI Text
13123 Vault Link
http://plansrv1/bridgemaintvault/b13123 GIS FO/SD
Meets Standards H Inv. Method
22 Latitude DD
35.515394 Longitude DD
-98.958 ODOT County Number
20 Maint. Dist.
5 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
13462 x
-11015954.1699208 y
4234143.58931322 |
|||||||||||||||||||||||||||||||||||||
| 13122 | 6012R0152 X | 13122 | Payne | U.S. 177 | CIMARRON RIVER | 6012 0152 X | 2(4-100ft. CONT.) I-BM | 1953 | 35.95764722 | -97.03195 | 803.15 | 33.999 | — | 8 | 0 | 2 | 27.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 58 | Fair (5) | Satisfactory (6) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 4000 | 2012 | 5 | Unmatched |
|
Raw data
OBJECTID
13461 BRKEY
13122 NBI No.
13122 On Under
1 Structure No.
6012R0152 X Control No.
012 Lane Ind.
Milepoint
01520 Facility Carried
U.S. 177 Feature Intersected
CIMARRON RIVER Division
04 County
119 Location
1.5 MI N LINCOLN C/L Sufficiency
58 Kind Hwy
2 Level Service
1 Route No.
00177 Service Type On
5 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
27.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1953 ADT Total
4000 ADT Year
2012 Design Load
H 20 Skew
0 No. Main Spans
8 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
4 - Steel Continuous Design
02 Length
803.15 Deck Width
33.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
6 Deck Rating
6 Super Rating
5 Sub Rating
5 Chan. Rating
5 Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
64.595 HS Inv. Rating Method
1 HS Inv. Method
38.801 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6400 Future ADT Year
2032 Bypass Detour
26.718961 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
-1 Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
13122 ODOT County
60 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
4 Lft. Curb SW
2.999 Rt. Curb SW
2.999 Description
2(4-100ft. CONT.) I-BM Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6012 0152 X H Index
77.2365 Latitude
35:57:27.53 Longitude
-97:01:55.02 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 177 Scour
7 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
13122 Vault Link
http://plansrv1/bridgemaintvault/b13122 GIS FO/SD
Meets Standards H Inv. Method
23.81 Latitude DD
35.95764722 Longitude DD
-97.03195 ODOT County Number
60 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
13461 x
-10801547.2646784 y
4294795.2586378 |
|||||||||||||||||||||||||||||||||||||
| 13121 | 2536R0936 X | 13121 | Garvin | S.H. 76 | WASHITA RIVER | 2536 0936 X | 210ft. HI. TRUSS & 4-1 | 1953 | 34.81746944 | -97.59825833 | 622.001 | 33.999 | — | 1 | 0 | 2 | 26.001 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 32.9 | Poor (4) | Poor (4) | Poor (4) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 5400 | 2014 | 5 | Unmatched |
|
Raw data
OBJECTID
13460 BRKEY
13121 NBI No.
13121 On Under
1 Structure No.
2536R0936 X Control No.
036 Lane Ind.
Milepoint
09360 Facility Carried
S.H. 76 Feature Intersected
WASHITA RIVER Division
03 County
049 Location
9.4 MI N STEPHENS CO Sufficiency
32.9 Kind Hwy
3 Level Service
1 Route No.
00076 Service Type On
1 Service Type Off
5 Vertical Clearance
Y 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
1953 ADT Total
5400 ADT Year
2014 Design Load
H 20 Skew
0 No. Main Spans
1 Road Width
26.001 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
37.999 Span Type Main
M Material
3 - Steel Design
10 Length
622.001 Deck Width
33.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
4 Super Rating
4 Sub Rating
4 Chan. Rating
6 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
51.4 HS Inv. Rating Method
1 HS Inv. Method
30.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8640 Future ADT Year
2034 Bypass Detour
34.796787 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
50 Narrow or 1 Lane
-1 Advanced Warning Sign
N Existing Posting
163 Max Measured Clearance
167 Min Measured Clearance
166 NBI Rating
13121 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
1.499 Rt. Curb SW
1.499 Description
210ft. HI. TRUSS & 4-1 Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
2536 0936 X H Index
63.8196 Latitude
34:49:02.89 Longitude
-97:35:53.73 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
S.H. 76 Scour
8 Design Structure
10 - Truss - Thru FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
13121 Vault Link
http://plansrv1/bridgemaintvault/b13121 GIS FO/SD
SD H Inv. Method
19.7 Latitude DD
34.81746944 Longitude DD
-97.59825833 ODOT County Number
25 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13460 x
-10864588.419606 y
4139103.5535047 |
|||||||||||||||||||||||||||||||||||||
| 13024 | 4134R0100 X | 13024 | Lincoln | TURNER TP (I-44) | CO. RD. N3300 UNDER | 4134R0100 X | 26ft.-31ft.-26ft. I-BM SPA | 1953 | 35.65666667 | -97.12333333 | 90.879 | 70.299 | — | 3 | 21 | 4 | 65 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 61 | Fair (5) | Poor (4) | Fair (5) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | T | 17980 | 2002 | 5 | Unmatched |
|
Raw data
OBJECTID
13459 BRKEY
13024 NBI No.
13024 On Under
1 Structure No.
4134R0100 X Control No.
034 Lane Ind.
Milepoint
01000 Facility Carried
TURNER TP (I-44) Feature Intersected
CO. RD. N3300 UNDER Division
03 County
081 Location
17.4 MI N E JCT I-35 Sufficiency
61 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
1 Vertical Clearance
N Horizontal Clearance
67.999 Bridge System
T Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1953 ADT Total
17980 ADT Year
2002 Design Load
HS 20 Skew
21 No. Main Spans
3 Road Width
65 Ref. Underclearance Rt.
H Underclearance Right
2.001 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
4 Fill RCB
-1 Appr. Roadway Width
82.999 Span Type Main
M Material
3 - Steel Design
02 Length
90.879 Deck Width
70.299 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
4 Super Rating
5 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
48.612 HS Inv. Rating Method
2 HS Inv. Method
35.715 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
28768 Future ADT Year
2022 Bypass Detour
123.652866 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
NA Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
1904 Min Measured Clearance
-1 NBI Rating
13024 ODOT County
41 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
26ft.-31ft.-26ft. I-BM SPA Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4134R0100 X H Index
1.3527 Latitude
35:39:24 Longitude
-97:07:24 I257A
_ I257B
_ I257C
0 I257D
_ I257E
_ I263
_ Roadway Name
TURNER TP (I-44) Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
17.40 NBI Text
13024 Vault Link
http://plansrv1/bridgemaintvault/b13024 GIS FO/SD
SD H Inv. Method
-1 Latitude DD
35.65666667 Longitude DD
-97.12333333 ODOT County Number
41 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
13459 x
-10811720.010441 y
4253481.49467235 |
|||||||||||||||||||||||||||||||||||||
| 13023 | 4134T3030 X | 13023 | Lincoln | TURNER TP (I-44) | CO. RD. N3580 UNDER | 4134T3030 X | 26ft.-31ft.-26ft. I-BEAM SPANS, SK 73 LF | 1953 | 35.76736944 | -96.627175 | 85.958 | 85.699 | — | 3 | 17 | 4 | 80 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 71 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | T | 23500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13458 BRKEY
13023 NBI No.
13023 On Under
1 Structure No.
4134T3030 X Control No.
034 Lane Ind.
Milepoint
30300 Facility Carried
TURNER TP (I-44) Feature Intersected
CO. RD. N3580 UNDER Division
03 County
081 Location
46.6 MI N E JCT I-35 Sufficiency
71 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
1 Vertical Clearance
N Horizontal Clearance
82.999 Bridge System
T Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
1953 ADT Total
23500 ADT Year
2022 Design Load
H 20 Skew
17 No. Main Spans
3 Road Width
80 Ref. Underclearance Rt.
H Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
4 Fill RCB
0 Appr. Roadway Width
82.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
85.958 Deck Width
85.699 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
9 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
85.7 HS Inv. Rating Method
1 HS Inv. Method
58.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
37600 Future ADT Year
2042 Bypass Detour
99.897848 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1304 Max Measured Clearance
1304 Min Measured Clearance
1304 NBI Rating
13023 ODOT County
41 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
26ft.-31ft.-26ft. I-BEAM SPANS, SK 73 LF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4134T3030 X H Index
94.897 Latitude
35:46:02.53 Longitude
-96:37:37.83 I257A
1 I257B
1 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
I-44 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
46.60 NBI Text
13023 Vault Link
http://plansrv1/bridgemaintvault/b13023 GIS FO/SD
FO H Inv. Method
36.8 Latitude DD
35.76736944 Longitude DD
-96.627175 ODOT County Number
41 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
13458 x
-10756487.9177925 y
4268658.79781417 |