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 | |||||||||||||||||||||||||||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 13022 | 4134R1170 X | 13022 | Lincoln | TURNER TP (I-44) | CO. RD. 4154C UNDER | 4134T1170 X | 26ft.-30ft.-26ft. I-BEAM SPANS | 1953 | 35.70615278 | -96.94659167 | 84.974 | 85.699 | — | 3 | 15 | 4 | 80 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 70 | Satisfactory (6) | Fair (5) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | T | 24000 | 2012 | 5 | Unmatched |
|
Raw data
OBJECTID
13457 BRKEY
13022 NBI No.
13022 On Under
1 Structure No.
4134R1170 X Control No.
034 Lane Ind.
Milepoint
11700 Facility Carried
TURNER TP (I-44) Feature Intersected
CO. RD. 4154C UNDER Division
03 County
081 Location
28.0 MI N E JCT I-35 Sufficiency
70 Kind Hwy
1 Level Service
1 Route No.
N3400 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
24000 ADT Year
2012 Design Load
H 20 Skew
15 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
84.974 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
5 Super Rating
6 Sub Rating
6 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
48.612 HS Inv. Rating Method
2 HS Inv. Method
35.715 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
38400 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
1508 Max Measured Clearance
1606 Min Measured Clearance
1511 NBI Rating
13022 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.-30ft.-26ft. I-BEAM SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4134T1170 X H Index
91.9665 Latitude
35:42:22.15 Longitude
-96:56:47.73 I257A
1 I257B
1 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
N3400 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
28.00 NBI Text
13022 Vault Link
http://plansrv1/bridgemaintvault/b13022 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
35.70615278 Longitude DD
-96.94659167 ODOT County Number
41 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
13457 x
-10792045.2188478 y
4260263.41421127 |
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| 13021 | 7620 1097 X | 13021 | Woods | S.H. 14 | CREEK | 7620 1097 X | 2-10.2,3-12.5)X45.7ft. | 1953 | 36.740711 | -98.881558 | 85.958 | 32.1 | — | 5 | 45 | 2 | 29.101 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 86.3 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Fair (5) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 450 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13456 BRKEY
13021 NBI No.
13021 On Under
1 Structure No.
7620 1097 X Control No.
020 Lane Ind.
Milepoint
10970 Facility Carried
S.H. 14 Feature Intersected
CREEK Division
06 County
151 Location
3.7 MI S JCT US-64 Sufficiency
86.3 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
45 No. Main Spans
5 Road Width
29.101 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
85.958 Deck Width
32.1 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
5 Structure Rating
5 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.053 HS Inv. Rating Method
2 HS Inv. Method
36.046 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
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
13021 ODOT County
76 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10.2,3-12.5)X45.7ft. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7620 1097 X H Index
89.9655 Latitude
36:44:26.56 Longitude
-98:52:53.61 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
13021 Vault Link
http://plansrv1/bridgemaintvault/b13021 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
36.740711 Longitude DD
-98.881558 ODOT County Number
76 Maint. Dist.
6 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13456 x
-11007444.6854055 y
4403026.60627463 |
|||||||||||||||||||||||||||||||||||||
| 12928 | 0912 0325 X | 12928 | Canadian | U.S. 81 | CREEK | 0912R0325 X | 3-10ft.X 4ft.X 172ft. R.C. BOX | 1953 | 35.58057778 | -97.95902778 | 31.499 | 0 | — | 3 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 69.9 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 5900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13453 BRKEY
12928 NBI No.
12928 On Under
1 Structure No.
0912 0325 X Control No.
012 Lane Ind.
Milepoint
03250 Facility Carried
U.S. 81 Feature Intersected
CREEK Division
04 County
017 Location
3.3 MI. N. JCT. SH 66 Sufficiency
69.9 Kind Hwy
2 Level Service
1 Route No.
00081 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
99.9 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1953 ADT Total
5900 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
4 Fill RCB
3 Appr. Roadway Width
67.999 Span Type Main
M Material
1 - Concrete Design
19 Length
31.499 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.053 HS Inv. Rating Method
1 HS Inv. Method
36.046 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
9440 Future ADT Year
2042 Bypass Detour
34.796787 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
12928 ODOT County
09 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X 4ft.X 172ft. R.C. BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0912R0325 X H Index
99.3677 Latitude
35:34:50.08 Longitude
-97:57:32.5 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 81 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
12928 Vault Link
http://plansrv1/bridgemaintvault/b12928 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
35.58057778 Longitude DD
-97.95902778 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
13453 x
-10904749.0910737 y
4243061.93783982 |
|||||||||||||||||||||||||||||||||||||
| 12927 | 5576T0300 X | 12927 | Oklahoma | TURNER TP (I-44) | CO. RD. UNDER | 5576T0300 X | 43ft. - 48ft. - 48ft. I-BEAM SPANS, SK 45 LF | 1953 | 35.60921667 | -97.37345556 | 146.001 | 76.001 | — | 3 | 45 | 4 | 33.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 61 | Satisfactory (6) | Good (7) | Good (7) | Satisfactory (6) | 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
13452 BRKEY
12927 NBI No.
12927 On Under
1 Structure No.
5576T0300 X Control No.
076 Lane Ind.
Milepoint
03000 Facility Carried
TURNER TP (I-44) Feature Intersected
CO. RD. UNDER Division
04 County
109 Location
3 MI'S NE 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
33.999 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
45 No. Main Spans
3 Road Width
33.999 Ref. Underclearance Rt.
N Underclearance Right
5 Underclearance Left
5 Deck Structure Type
1 No. Lanes
4 Fill RCB
0 Appr. Roadway Width
33.999 Span Type Main
M Material
3 - Steel Design
02 Length
146.001 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.
1 Deck Rating
7 Super Rating
7 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
80.6 HS Inv. Rating Method
1 HS Inv. Method
61 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
80 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1709 Max Measured Clearance
2002 Min Measured Clearance
1709 NBI Rating
12927 ODOT County
55 Nav. Control
0 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
43ft. - 48ft. - 48ft. I-BEAM SPANS, SK 45 LF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5576T0300 X H Index
90.4689 Latitude
35:36:33.18 Longitude
-97:22:24.44 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
03.00 NBI Text
12927 Vault Link
http://plansrv1/bridgemaintvault/b12927 GIS FO/SD
FO H Inv. Method
39.4 Latitude DD
35.60921667 Longitude DD
-97.37345556 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
13452 x
-10839563.4897207 y
4246982.56320797 |
|||||||||||||||||||||||||||||||||||||
| 12926 | 2047 0300 X | 12926 | Custer | I-40 BUS. | CREEK | 2047 0300 X | 3-10ft.X12ft.X97ft. RDY. R.C.B. | 1953 | 35.51543056 | -98.95368889 | 34.121 | 99.003 | — | 3 | 0 | 2 | 97.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 98.2 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | A | 6500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13451 BRKEY
12926 NBI No.
12926 On Under
1 Structure No.
2047 0300 X Control No.
047 Lane Ind.
Milepoint
03000 Facility Carried
I-40 BUS. Feature Intersected
CREEK Division
05 County
039 Location
0.7 MI E JCT US-183 Sufficiency
98.2 Kind Hwy
3 Level Service
6 Route No.
0040B Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
97.001 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
6500 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
97.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
8 Appr. Roadway Width
72.001 Span Type Main
M Material
1 - Concrete Design
19 Length
34.121 Deck Width
99.003 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
99.99 HS Inv. Rating Method
1 HS Inv. Method
99.96 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
10400 Future ADT Year
2042 Bypass Detour
3.728227 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
50 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
12926 ODOT County
20 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X12ft.X97ft. RDY. R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2047 0300 X H Index
96.7 Latitude
35:30:55.55 Longitude
-98:57:13.28 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
I-40 BUS. Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
6 - Business Historical Significance
5 Local Bridge ID
-1 NBI Text
12926 Vault Link
http://plansrv1/bridgemaintvault/b12926 GIS FO/SD
Meets Standards H Inv. Method
82.82 Latitude DD
35.51543056 Longitude DD
-98.95368889 ODOT County Number
20 Maint. Dist.
5 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
13451 x
-11015474.2593508 y
4234148.58936748 |
|||||||||||||||||||||||||||||||||||||
| 12925 | 2032 0251 X | 12925 | Custer | S.H. 54 | CREEK | 2032 0251 X | 3-8ft.X5ft.X32ft. RDY. R.C.B., SK. 30 DEG. L.F. | 1953 | 35.557167 | -98.720789 | 30.84 | 34.003 | — | 3 | 30 | 2 | 32.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 89.9 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 2600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13450 BRKEY
12925 NBI No.
12925 On Under
1 Structure No.
2032 0251 X Control No.
032 Lane Ind.
Milepoint
02510 Facility Carried
S.H. 54 Feature Intersected
CREEK Division
05 County
039 Location
2.6 MI N JCT I-40 Sufficiency
89.9 Kind Hwy
3 Level Service
1 Route No.
00054 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
32.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1953 ADT Total
2600 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
32.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
AG Appr. Roadway Width
28.002 Span Type Main
M Material
1 - Concrete Design
19 Length
30.84 Deck Width
34.003 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
7 Structure Rating
7 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
80.4 HS Inv. Rating Method
1 HS Inv. Method
48.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4160 Future ADT Year
2042 Bypass Detour
39.767756 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
12925 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
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-8ft.X5ft.X32ft. RDY. R.C.B., SK. 30 DEG. L.F. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2032 0251 X H Index
96.1563 Latitude
35:33:25.8 Longitude
-98:43:14.84 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
12925 Vault Link
http://plansrv1/bridgemaintvault/b12925 GIS FO/SD
Meets Standards H Inv. Method
26.8 Latitude DD
35.557167 Longitude DD
-98.720789 ODOT County Number
20 Maint. Dist.
5 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
13450 x
-10989547.9621902 y
4239858.07502739 |
|||||||||||||||||||||||||||||||||||||
| 12924 | 3310 0174 X | 12924 | Jackson | S.H. 5 | CREEK | 3310 0174 X | 3-8ft.X4ft.X32ft. RDY. R.C.BOX, SK. 30 DEG. R.F. | 1953 | 34.50717778 | -99.30293889 | 30.84 | 34.003 | — | 3 | 30 | 2 | 32.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 92.2 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13449 BRKEY
12924 NBI No.
12924 On Under
1 Structure No.
3310 0174 X Control No.
010 Lane Ind.
Milepoint
01740 Facility Carried
S.H. 5 Feature Intersected
CREEK Division
05 County
065 Location
1.8 MI E JCT U.S. 283 Sufficiency
92.2 Kind Hwy
3 Level Service
1 Route No.
00005 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
32.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1953 ADT Total
700 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
32.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
AG Appr. Roadway Width
30 Span Type Main
M Material
1 - Concrete Design
19 Length
30.84 Deck Width
34.003 Bridge Open Closed
A TSF Rail
0 TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
6 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
37.258 HS Inv. Rating Method
3 HS Inv. Method
28.77 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1120 Future ADT Year
2042 Bypass Detour
43.99989 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
12924 ODOT County
33 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-8ft.X4ft.X32ft. RDY. R.C.BOX, SK. 30 DEG. R.F. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3310 0174 X H Index
87.9548 Latitude
34:30:25.84 Longitude
-99:18:10.58 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 5 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
12924 Vault Link
http://plansrv1/bridgemaintvault/b12924 GIS FO/SD
Meets Standards H Inv. Method
16.094 Latitude DD
34.50717778 Longitude DD
-99.30293889 ODOT County Number
33 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13449 x
-11054352.5915104 y
4097108.62644963 |
|||||||||||||||||||||||||||||||||||||
| 12923 | 4314 0063 X | 12923 | Love | S.H. 77 SCENIC | CREEK | 4314 0063 X | (3) 10ft. X 11ft. X 44ft. RCB | 1953 | 34.07093889 | -97.13933333 | 34.121 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 88.9 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Fair (5) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 660 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13448 BRKEY
12923 NBI No.
12923 On Under
1 Structure No.
4314 0063 X Control No.
014 Lane Ind.
Milepoint
00630 Facility Carried
S.H. 77 SCENIC Feature Intersected
CREEK Division
07 County
085 Location
0.6 MI E JCT I-35 Sufficiency
88.9 Kind Hwy
3 Level Service
1 Route No.
0077S Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
43.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1953 ADT Total
660 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
33.999 Span Type Main
M Material
1 - Concrete Design
19 Length
34.121 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
5 Structure Rating
5 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
100 HS Inv. Rating Method
1 HS Inv. Method
89.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1056 Future ADT Year
2042 Bypass Detour
1.864114 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
12923 ODOT County
43 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 11ft. X 44ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4314 0063 X H Index
92.9466 Latitude
34:04:15.38 Longitude
-97:08:21.6 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 77 SCENIC Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
029 NBI Text
12923 Vault Link
http://plansrv1/bridgemaintvault/b12923 GIS FO/SD
Meets Standards H Inv. Method
49.8 Latitude DD
34.07093889 Longitude DD
-97.13933333 ODOT County Number
43 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13448 x
-10813501.1222937 y
4038331.36793321 |
|||||||||||||||||||||||||||||||||||||
| 12832 | 0928R0192 X | 12832 | Canadian | S.H. 4 | N. CANADIAN RIVER O'FLOW | 0928 0192 X | 7-25ft. CONC. SLAB SPANS | 1952 | 35.535917 | -97.742386 | 174.869 | 28.501 | — | 7 | 0 | 2 | 26.001 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 11.8 | Serious (3) | Fair (5) | Fair (5) | Serious (3) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 17 - Collector (Urban) | B | 3800 | 2018 | 5 | Unmatched |
|
Raw data
OBJECTID
13447 BRKEY
12832 NBI No.
12832 On Under
1 Structure No.
0928R0192 X Control No.
028 Lane Ind.
Milepoint
01920 Facility Carried
S.H. 4 Feature Intersected
N. CANADIAN RIVER O'FLOW Division
04 County
017 Location
2.0 MI.N. JCT. SH66 Sufficiency
11.8 Kind Hwy
3 Level Service
1 Route No.
00004 Service Type On
1 Service Type Off
9 Vertical Clearance
_ Horizontal Clearance
26.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
17 - Collector (Urban) Year Built
1952 ADT Total
3800 ADT Year
2018 Design Load
H 15 Skew
0 No. Main Spans
7 Road Width
26.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
26.001 Span Type Main
M Material
1 - Concrete Design
01 Length
174.869 Deck Width
28.501 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
5 Sub Rating
3 Chan. Rating
7 Culv. Rating
N Structure Rating
3 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
5 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
46 HS Inv. Rating Method
1 HS Inv. Method
27 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6080 Future ADT Year
2038 Bypass Detour
8.077825 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
12832 ODOT County
09 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
0 Lft. Curb SW
1.001 Rt. Curb SW
1.001 Description
7-25ft. CONC. SLAB SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
0928 0192 X H Index
72.4947 Latitude
35:32:09.3 Longitude
-97:44:32.59 I257A
1 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 4 Scour
8 Design Structure
1 - Slab FOSD
Functionally Obsolete and Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
12832 Vault Link
http://plansrv1/bridgemaintvault/b12832 GIS FO/SD
FOSD H Inv. Method
15 Latitude DD
35.535917 Longitude DD
-97.742386 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
6 Rural/Urban
Urban ARC_ID_NUM
13447 x
-10880632.6384396 y
4236950.73404166 |
|||||||||||||||||||||||||||||||||||||
| 12831 | 7030R0735 X | 12831 | Texas | S.H. 95 | SAND CREEK | 7030 0735 X | 4-40ft. I-BM. SP SKRF | 1952 | 36.60145556 | -101.79854722 | 162.073 | 28.501 | — | 4 | 30 | 2 | 26.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Closed (K) | 46.1 | Serious (3) | Fair (5) | Fair (5) | Serious (3) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 410 | 2007 | 5 | Unmatched |
|
Raw data
OBJECTID
13446 BRKEY
12831 NBI No.
12831 On Under
1 Structure No.
7030R0735 X Control No.
030 Lane Ind.
Milepoint
07350 Facility Carried
S.H. 95 Feature Intersected
SAND CREEK Division
06 County
139 Location
7.2 MI N JCT US 54 Sufficiency
46.1 Kind Hwy
3 Level Service
1 Route No.
00095 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
410 ADT Year
2007 Design Load
H 15 Skew
30 No. Main Spans
4 Road Width
26.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
23.999 Span Type Main
M Material
3 - Steel Design
02 Length
162.073 Deck Width
28.501 Bridge Open Closed
K TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
7 Deck Rating
5 Super Rating
5 Sub Rating
3 Chan. Rating
6 Culv. Rating
N Structure Rating
3 Deck Geometry
5 Underclearance
N Bridge Posting
0 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
0 HS Inv. Rating Method
1 HS Inv. Method
0 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
656 Future ADT Year
2027 Bypass Detour
44.738726 School Bus Rte.
3 Posted Weight
CLOSED Posted Speed Limit
nr Narrow or 1 Lane
N Advanced Warning Sign
n Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
12831 ODOT County
70 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
4-40ft. I-BM. SP SKRF Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
7030 0735 X H Index
72.6853 Latitude
36:36:05.24 Longitude
-101:47:54.77 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 95 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
12831 Vault Link
http://plansrv1/bridgemaintvault/b12831 GIS FO/SD
SD H Inv. Method
0 Latitude DD
36.60145556 Longitude DD
-101.79854722 ODOT County Number
70 Maint. Dist.
6 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13446 x
-11332162.4400254 y
4383699.47228451 |
|||||||||||||||||||||||||||||||||||||
| 12830 | 7278R0161 X | 12830 | Tulsa | UNION AVE. | I-44 UNDER | 7278 0161 X | 40ft.-46ft.-46ft. I-BM. SPANS WITH 2-6ft. CURBS SK.50 DEG. | 1952 | 36.088778 | -96.011703 | 162.073 | 36.089 | — | 4 | 0 | 2 | 27.887 | 2 - Concrete Continuous | Frame (07) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 62.8 | Fair (5) | Fair (5) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 17 - Collector (Urban) | A | 5000 | 2019 | 5 | Unmatched |
|
Raw data
OBJECTID
13445 BRKEY
12830 NBI No.
12830 On Under
1 Structure No.
7278R0161 X Control No.
Lane Ind.
Milepoint
Facility Carried
UNION AVE. Feature Intersected
I-44 UNDER Division
08 County
143 Location
1.6 MI E JCT SH 66 Sufficiency
62.8 Kind Hwy
5 Level Service
1 Route No.
00000 Service Type On
5 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
27.887 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
17 - Collector (Urban) Year Built
1952 ADT Total
5000 ADT Year
2019 Design Load
HS 20 Skew
0 No. Main Spans
4 Road Width
27.887 Ref. Underclearance Rt.
H Underclearance Right
7.999 Underclearance Left
2.999 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
27.887 Span Type Main
M Material
2 - Concrete Continuous Design
07 Length
162.073 Deck Width
36.089 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
4 Deck Rating
5 Super Rating
5 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2039 Bypass Detour
1.999945 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1511 Max Measured Clearance
1605 Min Measured Clearance
1603 NBI Rating
12830 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
2.953 Rt. Curb SW
2.953 Description
40ft.-46ft.-46ft. I-BM. SPANS WITH 2-6ft. CURBS SK.50 DEG. Route Flag
Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
7278 0161 X H Index
76.2945 Latitude
36:05:19.6 Longitude
-96:00:42.13 I257A
1 I257B
0 I257C
0 I257D
0 I257E
0 I263
1 Roadway Name
UNION AVE. Scour
N Design Structure
7 - Frame (Except Frame Culverts) FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
12830 Vault Link
http://plansrv1/bridgemaintvault/b12830 GIS FO/SD
FO H Inv. Method
23 Latitude DD
36.088778 Longitude DD
-96.011703 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
6 Rural/Urban
Urban ARC_ID_NUM
13445 x
-10687973.888155 y
4312843.97394393 |
|||||||||||||||||||||||||||||||||||||
| 12829 | 1937 1338 X | 12829 | Creek | S.H. 16 | TURNER TP (I-44) UNDER | 1937 1340 X | 26ft.,2-38ft.,26ft. I-BM S | 1953 | 35.844886 | -96.400811 | 127.999 | 30 | — | 4 | 31 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 46.1 | Poor (4) | Poor (4) | Fair (5) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13444 BRKEY
12829 NBI No.
12829 On Under
1 Structure No.
1937 1338 X Control No.
Lane Ind.
Milepoint
Facility Carried
S.H. 16 Feature Intersected
TURNER TP (I-44) UNDER Division
08 County
037 Location
SH 16; @ JCT I-44 Sufficiency
46.1 Kind Hwy
3 Level Service
1 Route No.
00016 Service Type On
1 Service Type Off
1 Vertical Clearance
Y 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
2500 ADT Year
2022 Design Load
H 15 Skew
31 No. Main Spans
4 Road Width
23.999 Ref. Underclearance Rt.
H Underclearance Right
3.999 Underclearance Left
3.999 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
30 Span Type Main
M Material
3 - Steel Design
02 Length
127.999 Deck Width
30 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
4 Super Rating
5 Sub Rating
4 Chan. Rating
N Culv. Rating
N Structure Rating
4 Deck Geometry
2 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
62 HS Inv. Rating Method
1 HS Inv. Method
37.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4000 Future ADT Year
2042 Bypass Detour
1.864114 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NA Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1500 Max Measured Clearance
1507 Min Measured Clearance
1504 NBI Rating
12829 ODOT County
19 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
26ft.,2-38ft.,26ft. I-BM S Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1937 1340 X H Index
66.2554 Latitude
35:50:41.59 Longitude
-96:24:02.92 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 16 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete and Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
60.40 NBI Text
12829 Vault Link
http://plansrv1/bridgemaintvault/b12829 GIS FO/SD
FOSD H Inv. Method
28 Latitude DD
35.844886 Longitude DD
-96.400811 ODOT County Number
19 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13444 x
-10731289.1925786 y
4279298.86192027 |
|||||||||||||||||||||||||||||||||||||
| 12828 | 7314R1159SX | 12828 | Wagoner | S.H. 51 | BILLY CREEK | 7314 1159SX | 45ft.-60ft.-45ft. I-BM. SPANS SK. 45 DEG. WITH 2-18ft. SAFETY CURBS | 1952 | 35.95898056 | -95.44758056 | 152.887 | 27.999 | — | 3 | 45 | 2 | 27.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 43 | Poor (4) | Poor (4) | Poor (4) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 4200 | 2008 | 5 | Unmatched |
|
Raw data
OBJECTID
13443 BRKEY
12828 NBI No.
12828 On Under
1 Structure No.
7314R1159SX Control No.
014 Lane Ind.
S Milepoint
11590 Facility Carried
S.H. 51 Feature Intersected
BILLY CREEK Division
01 County
145 Location
11.9 MI E JCT SH-72 Sufficiency
43 Kind Hwy
3 Level Service
1 Route No.
00051 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
27.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1952 ADT Total
4200 ADT Year
2008 Design Load
H 20 Skew
45 No. Main Spans
3 Road Width
27.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
32.001 Span Type Main
M Material
3 - Steel Design
02 Length
152.887 Deck Width
27.999 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
4 Chan. Rating
6 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
44.203 HS Inv. Rating Method
1 HS Inv. Method
26.455 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6720 Future ADT Year
2028 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
12828 ODOT County
73 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
45ft.-60ft.-45ft. I-BM. SPANS SK. 45 DEG. WITH 2-18ft. SAFETY CURBS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
7314 1159SX H Index
48.4112 Latitude
35:57:32.33 Longitude
-95:26:51.29 I257A
_ I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
S.H. 51 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
12828 Vault Link
http://plansrv1/bridgemaintvault/b12828 GIS FO/SD
SD H Inv. Method
21.164 Latitude DD
35.95898056 Longitude DD
-95.44758056 ODOT County Number
73 Maint. Dist.
1 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
13443 x
-10625176.0653892 y
4294978.62728488 |
|||||||||||||||||||||||||||||||||||||
| 12827 | 7278 0253SX | 12827 | Tulsa | I-44 | TSU R.R. UNDER | 7278 0253SX | 25ft.(30ft.,40ft.,30ft.CONT) | 1952 | 36.08970556 | -95.99554167 | 151.903 | 61.024 | — | 5 | 23 | 3 | 58.294 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 79 | Poor (4) | Satisfactory (6) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 33500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13442 BRKEY
12827 NBI No.
12827 On Under
1 Structure No.
7278 0253SX Control No.
078 Lane Ind.
S Milepoint
02530 Facility Carried
I-44 Feature Intersected
TSU R.R. UNDER Division
08 County
143 Location
.5 MI E JCT US 75 Sufficiency
79 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
2 Vertical Clearance
N Horizontal Clearance
57.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1952 ADT Total
33500 ADT Year
2022 Design Load
HS 20 Skew
23 No. Main Spans
5 Road Width
58.294 Ref. Underclearance Rt.
R Underclearance Right
9.843 Underclearance Left
23.999 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
58.294 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
151.903 Deck Width
61.024 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
4 Deck Rating
6 Super Rating
7 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
4 Deck Geometry
7 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
36.5 HS Inv. Rating Method
1 HS Inv. Method
21.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
53600 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
2300 Min Measured Clearance
2300 NBI Rating
12827 ODOT County
72 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
4 Lft. Curb SW
0 Rt. Curb SW
0 Description
25ft.(30ft.,40ft.,30ft.CONT) Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7278 0253SX H Index
98.527 Latitude
36:05:22.94 Longitude
-95:59:43.95 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-44 Scour
N Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
12827 Vault Link
http://plansrv1/bridgemaintvault/b12827 GIS FO/SD
Meets Standards H Inv. Method
16.1 Latitude DD
36.08970556 Longitude DD
-95.99554167 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
13442 x
-10686174.8171289 y
4312971.74951981 |
|||||||||||||||||||||||||||||||||||||
| 13120 | 2502R0923 X | 13120 | Garvin | U.S. 77 | RUSH CREEK | 2502 0923 X | (100ft.-136ft.-100ft. CONT)PLATE GIRDER & 3-65ft. I-BM. SPANS SK. 45 DEG. WITH 2-4ft. | 1953 | 34.735081 | -97.214306 | 535 | 33.999 | — | 3 | 45 | 2 | 25 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 43.1 | 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 | 6500 | 2017 | 5 | Unmatched |
|
Raw data
OBJECTID
13441 BRKEY
13120 NBI No.
13120 On Under
1 Structure No.
2502R0923 X Control No.
002 Lane Ind.
Milepoint
09230 Facility Carried
U.S. 77 Feature Intersected
RUSH CREEK Division
03 County
049 Location
S EDGE PAULS VALLEY Sufficiency
43.1 Kind Hwy
2 Level Service
1 Route No.
00077 Service Type On
5 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
25 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
6500 ADT Year
2017 Design Load
H 20 Skew
45 No. Main Spans
3 Road Width
25 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
25 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
535 Deck Width
33.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
4 Super Rating
4 Sub Rating
5 Chan. Rating
5 Culv. Rating
N Structure Rating
4 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
46.628 HS Inv. Rating Method
1 HS Inv. Method
27.888 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
10400 Future ADT Year
2037 Bypass Detour
1.242742 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
35 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
13120 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
3.999 Rt. Curb SW
3.999 Description
(100ft.-136ft.-100ft. CONT)PLATE GIRDER & 3-65ft. I-BM. SPANS SK. 45 DEG. WITH 2-4ft. Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
2502 0923 X H Index
76.5989 Latitude
34:44:06.29 Longitude
-97:12:51.5 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 77 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete and Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
13120 Vault Link
http://plansrv1/bridgemaintvault/b13120 GIS FO/SD
FOSD H Inv. Method
21.054 Latitude DD
34.735081 Longitude DD
-97.214306 ODOT County Number
25 Maint. Dist.
3 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
13441 x
-10821847.0417415 y
4127937.73524085 |
|||||||||||||||||||||||||||||||||||||
| 13119 | 2618R1793 X | 13119 | Grady | S.H. 19 | WASHITA RIVER | 2618 1793 X | 510ft. STEEL TRUSS | 1953 | 34.860075 | -97.68381667 | 520.013 | 32.001 | — | 1 | 0 | 2 | 27.999 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 44.3 | 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 | 2100 | 2014 | 5 | Unmatched |
|
Raw data
OBJECTID
13440 BRKEY
13119 NBI No.
13119 On Under
1 Structure No.
2618R1793 X Control No.
018 Lane Ind.
Milepoint
17930 Facility Carried
S.H. 19 Feature Intersected
WASHITA RIVER Division
07 County
051 Location
1.0 MI NW GARVIN CO Sufficiency
44.3 Kind Hwy
3 Level Service
1 Route No.
00019 Service Type On
1 Service Type Off
5 Vertical Clearance
Y 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
1953 ADT Total
2100 ADT Year
2014 Design Load
HS 20 Skew
0 No. Main Spans
1 Road Width
27.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
26.001 Span Type Main
M Material
3 - Steel Design
10 Length
520.013 Deck Width
32.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
4 Super Rating
4 Sub Rating
4 Chan. Rating
5 Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
49.1 HS Inv. Rating Method
1 HS Inv. Method
29.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3360 Future ADT Year
2034 Bypass Detour
36.039529 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
-1 Advanced Warning Sign
N Existing Posting
158 Max Measured Clearance
1601 Min Measured Clearance
1601 NBI Rating
13119 ODOT County
26 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
510ft. STEEL TRUSS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
2618 1793 X H Index
63.7575 Latitude
34:51:36.27 Longitude
-97:41:01.74 I257A
1 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
S.H. 19 Scour
5 Design Structure
10 - Truss - Thru FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
64-26 NBI Text
13119 Vault Link
http://plansrv1/bridgemaintvault/b13119 GIS FO/SD
SD H Inv. Method
18.8 Latitude DD
34.860075 Longitude DD
-97.68381667 ODOT County Number
26 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13440 x
-10874112.7304479 y
4144882.11627273 |
|||||||||||||||||||||||||||||||||||||
| 13118 | 1937R2120 X | 13118 | Creek | S.H. 66 | TURNER TP (I-44) UNDER | 1937 2120 X | 4-35ft.(43ft.-54ft.-43ft. CONT.)4-35ft. | 1953 | 35.91474444 | -96.29416667 | 422.999 | 32.001 | — | 11 | 41 | 2 | 27.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 15.9 | 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 | 3600 | 2009 | 5 | Unmatched |
|
Raw data
OBJECTID
13439 BRKEY
13118 NBI No.
13118 On Under
1 Structure No.
1937R2120 X Control No.
Lane Ind.
Milepoint
Facility Carried
S.H. 66 Feature Intersected
TURNER TP (I-44) UNDER Division
08 County
037 Location
SH 66; @ JCT I-44 Sufficiency
15.9 Kind Hwy
3 Level Service
1 Route No.
00066 Service Type On
1 Service Type Off
1 Vertical Clearance
Y 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
1953 ADT Total
3600 ADT Year
2009 Design Load
H 15 Skew
41 No. Main Spans
11 Road Width
27.999 Ref. Underclearance Rt.
H Underclearance Right
6.001 Underclearance Left
3.999 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
40 Span Type Main
M Material
3 - Steel Design
02 Length
422.999 Deck Width
32.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
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
6 HS Operating Rating Method
1 HS Operating Rating
41.447 HS Inv. Rating Method
1 HS Inv. Method
24.912 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5760 Future ADT Year
2029 Bypass Detour
1.864114 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NA Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1408 Max Measured Clearance
1507 Min Measured Clearance
1409 NBI Rating
13118 ODOT County
19 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
4-35ft.(43ft.-54ft.-43ft. CONT.)4-35ft. Route Flag
Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1937 2120 X H Index
58.6075 Latitude
35:54:53.08 Longitude
-96:17:39 I257A
1 I257B
0 I257C
0 I257D
1 I257E
1 I263
- Roadway Name
S.H. 66 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
68.20 NBI Text
13118 Vault Link
http://plansrv1/bridgemaintvault/b13118 GIS FO/SD
SD H Inv. Method
16.424 Latitude DD
35.91474444 Longitude DD
-96.29416667 ODOT County Number
19 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13439 x
-10719417.600067 y
4288896.67071712 |
|||||||||||||||||||||||||||||||||||||
| 13117 | 2618R1824 X | 13117 | Grady | S.H. 19 | WASHITA RIVER O'FLOW | 2618 1824 X | 16-25ft. CONC. SLAB SPANS | 1953 | 34.856375 | -97.68091389 | 399.902 | 32.999 | — | 16 | 45 | 2 | 27.999 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 77 | Satisfactory (6) | Fair (5) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2100 | 2014 | 5 | Unmatched |
|
Raw data
OBJECTID
13438 BRKEY
13117 NBI No.
13117 On Under
1 Structure No.
2618R1824 X Control No.
018 Lane Ind.
Milepoint
18240 Facility Carried
S.H. 19 Feature Intersected
WASHITA RIVER O'FLOW Division
07 County
051 Location
0.8 MI NW GARVIN CO Sufficiency
77 Kind Hwy
3 Level Service
1 Route No.
00019 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
1953 ADT Total
2100 ADT Year
2014 Design Load
H 20 Skew
45 No. Main Spans
16 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
26.001 Span Type Main
M Material
1 - Concrete Design
01 Length
399.902 Deck Width
32.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
7 Sub Rating
6 Chan. Rating
7 Culv. Rating
N Structure Rating
6 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
50.376 HS Inv. Rating Method
1 HS Inv. Method
28.55 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3360 Future ADT Year
2034 Bypass Detour
36.000001 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
0000 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
13117 ODOT County
26 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
16-25ft. CONC. SLAB SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
2618 1824 X H Index
93.9167 Latitude
34:51:22.95 Longitude
-97:40:51.29 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 19 Scour
8 Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
65-26 NBI Text
13117 Vault Link
http://plansrv1/bridgemaintvault/b13117 GIS FO/SD
Meets Standards H Inv. Method
15.873 Latitude DD
34.856375 Longitude DD
-97.68091389 ODOT County Number
26 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13438 x
-10873789.5944564 y
4144380.16919881 |
|||||||||||||||||||||||||||||||||||||
| 13116 | 4134T0740 X | 13116 | Lincoln | TURNER TP (I-44) | DEEP FORK RIVER | 4134T0740 X | 50ft.-75ft.-100ft.-75ft.-50ft. | 1953 | 35.68968611 | -97.01916389 | 354.987 | 74.701 | — | 5 | 35 | 4 | 68.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 73.8 | 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 | 24900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13437 BRKEY
13116 NBI No.
13116 On Under
1 Structure No.
4134T0740 X Control No.
034 Lane Ind.
Milepoint
07400 Facility Carried
TURNER TP (I-44) Feature Intersected
DEEP FORK RIVER Division
03 County
081 Location
23.8 MI N E JCT I-35 Sufficiency
73.8 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
71.699 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
2022 Design Load
HS 20 Skew
35 No. Main Spans
5 Road Width
68.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 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
354.987 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.
2 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
6 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
63 HS Inv. Rating Method
1 HS Inv. Method
33.1 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
N Min Measured Clearance
N NBI Rating
13116 ODOT County
41 Nav. Control
0 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
50ft.-75ft.-100ft.-75ft.-50ft. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4134T0740 X H Index
97.8307 Latitude
35:41:22.87 Longitude
-97:01:08.99 I257A
1 I257B
1 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
TURNER TP (I-44) Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
23.80 NBI Text
13116 Vault Link
http://plansrv1/bridgemaintvault/b13116 GIS FO/SD
Meets Standards H Inv. Method
18.4 Latitude DD
35.68968611 Longitude DD
-97.01916389 ODOT County Number
41 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
13437 x
-10800123.9214239 y
4258006.24060339 |
|||||||||||||||||||||||||||||||||||||
| 13115 | 5576R1130 X | 13115 | Oklahoma | CO. RD. 5580C | TURNER TP (I-44) UNDER | 5576T1130 X | 72ft.,2-88ft.,72ft. I-BEAM SPANS, SK 26 LF | 1953 | 35.63806667 | -97.23158056 | 330.052 | 29.701 | — | 4 | 64 | 2 | 23.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 80.6 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 17 - Collector (Urban) | T | 140 | 2014 | 5 | Unmatched |
|
Raw data
OBJECTID
13436 BRKEY
13115 NBI No.
13115 On Under
1 Structure No.
5576R1130 X Control No.
Lane Ind.
Milepoint
Facility Carried
CO. RD. 5580C Feature Intersected
TURNER TP (I-44) UNDER Division
04 County
109 Location
11.2 MI N E JCT I-35 Sufficiency
80.6 Kind Hwy
4 Level Service
1 Route No.
5580C Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
23.999 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
2014 Design Load
H 20 Skew
64 No. Main Spans
4 Road Width
23.999 Ref. Underclearance Rt.
H Underclearance Right
4.301 Underclearance Left
5 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
23.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
330.052 Deck Width
29.701 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
6 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
5 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
2 HS Operating Rating
31.967 HS Inv. Rating Method
2 HS Inv. Method
25.022 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
224 Future ADT Year
2034 Bypass Detour
8.077825 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1407 Max Measured Clearance
1606 Min Measured Clearance
1407 NBI Rating
13115 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
72ft.,2-88ft.,72ft. I-BEAM SPANS, SK 26 LF Route Flag
Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5576T1130 X H Index
86.6725 Latitude
35:38:17.04 Longitude
-97:13:53.69 I257A
0 I257B
1 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
CO. RD. 5580C Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
11.30 NBI Text
13115 Vault Link
http://plansrv1/bridgemaintvault/b13115 GIS FO/SD
Meets Standards H Inv. Method
17.968 Latitude DD
35.63806667 Longitude DD
-97.23158056 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
6 Rural/Urban
Urban ARC_ID_NUM
13436 x
-10823770.0369644 y
4250933.5085478 |
|||||||||||||||||||||||||||||||||||||
| 13018 | 7620 0022 X | 13018 | Woods | S.H. 14 | DOG CREEK | 7620 0022 X | 3-25ft. CONC. SLAB SPANS WITH 2-3ft. SIDEWALKS | 1953 | 36.585983 | -98.883389 | 75.131 | 36.001 | — | 3 | 0 | 2 | 27.999 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 69.4 | Fair (5) | Fair (5) | Fair (5) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13435 BRKEY
13018 NBI No.
13018 On Under
1 Structure No.
7620 0022 X Control No.
020 Lane Ind.
Milepoint
00220 Facility Carried
S.H. 14 Feature Intersected
DOG CREEK Division
06 County
151 Location
0.2 MI W JCT US-281 Sufficiency
69.4 Kind Hwy
3 Level Service
1 Route No.
00014 Service Type On
5 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
27.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1953 ADT Total
1100 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
27.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
01 Length
75.131 Deck Width
36.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
5 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
52.4 HS Inv. Rating Method
1 HS Inv. Method
31.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1760 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
13018 ODOT County
76 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
3-25ft. CONC. SLAB SPANS WITH 2-3ft. SIDEWALKS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7620 0022 X H Index
93.2156 Latitude
36:35:09.54 Longitude
-98:53:00.2 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 14 Scour
8 Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
13018 Vault Link
http://plansrv1/bridgemaintvault/b13018 GIS FO/SD
Meets Standards H Inv. Method
17.4 Latitude DD
36.585983 Longitude DD
-98.883389 ODOT County Number
76 Maint. Dist.
6 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13435 x
-11007648.5113932 y
4381554.20593777 |
|||||||||||||||||||||||||||||||||||||
| 13015 | 5718 1895 X | 13015 | Osage | S.H. 20 | CLAREMORE CREEK | 5718 1895 X | (12ft.-14ft.-12ft.) X 14ft. X 30ft. R.C. SK. 45 DEG. | 1953 | 36.41282778 | -96.413125 | 60.039 | 0 | — | 3 | 45 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 99.3 | 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 | 820 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13432 BRKEY
13015 NBI No.
13015 On Under
1 Structure No.
5718 1895 X Control No.
018 Lane Ind.
Milepoint
18950 Facility Carried
S.H. 20 Feature Intersected
CLAREMORE CREEK Division
08 County
113 Location
1.0 MI. W. JCT. SH99 Sufficiency
99.3 Kind Hwy
3 Level Service
1 Route No.
00020 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
820 ADT Year
2022 Design Load
HS 20 Skew
45 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
AG Appr. Roadway Width
30 Span Type Main
M Material
1 - Concrete Design
19 Length
60.039 Deck Width
0 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
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
1312 Future ADT Year
2042 Bypass Detour
11.806053 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
13015 ODOT County
57 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(12ft.-14ft.-12ft.) X 14ft. X 30ft. R.C. SK. 45 DEG. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5718 1895 X H Index
91.8803 Latitude
36:24:46.18 Longitude
-96:24:47.25 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 20 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
13015 Vault Link
http://plansrv1/bridgemaintvault/b13015 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
36.41282778 Longitude DD
-96.413125 ODOT County Number
57 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13432 x
-10732659.9807882 y
4357575.53608842 |
|||||||||||||||||||||||||||||||||||||
| 13014 | 1018 0450 X | 13014 | Carter | S.H. 76 | DEMIJOHN CREEK | 1018 0450 X | (10.25ft. - (3) 12.5ft. - 10.25ft.) X 7ft. X 30ft. RCB | 1953 | 34.13650556 | -97.42225 | 62.992 | 32.001 | — | 5 | 0 | 2 | 30 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 87.4 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 830 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13431 BRKEY
13014 NBI No.
13014 On Under
1 Structure No.
1018 0450 X Control No.
018 Lane Ind.
Milepoint
04500 Facility Carried
S.H. 76 Feature Intersected
DEMIJOHN CREEK Division
07 County
019 Location
4.7 MI N LOVE C/L Sufficiency
87.4 Kind Hwy
3 Level Service
1 Route No.
00076 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
830 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
5 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
30 Span Type Main
M Material
1 - Concrete Design
19 Length
62.992 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
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
37.3 HS Inv. Rating Method
3 HS Inv. Method
28.8 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1328 Future ADT Year
2042 Bypass Detour
49.088324 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
13014 ODOT County
10 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(10.25ft. - (3) 12.5ft. - 10.25ft.) X 7ft. X 30ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1018 0450 X H Index
97.6129 Latitude
34:08:11.42 Longitude
-97:25:20.1 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 76 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
054 NBI Text
13014 Vault Link
http://plansrv1/bridgemaintvault/b13014 GIS FO/SD
Meets Standards H Inv. Method
16 Latitude DD
34.13650556 Longitude DD
-97.42225 ODOT County Number
10 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13431 x
-10844995.261935 y
4047146.14850254 |
|||||||||||||||||||||||||||||||||||||
| 12922 | 1018 0060 X | 12922 | Carter | S.H. 76 | COON CREEK | 1018 0060 X | (3) 10ft. X 6ft. X 30ft. RCB | 1953 | 34.080075 | -97.42247222 | 33.136 | 32.001 | — | 3 | 0 | 2 | 30 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 88.9 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 830 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13429 BRKEY
12922 NBI No.
12922 On Under
1 Structure No.
1018 0060 X Control No.
018 Lane Ind.
Milepoint
00600 Facility Carried
S.H. 76 Feature Intersected
COON CREEK Division
07 County
019 Location
0.6 MI N LOVE C/L Sufficiency
88.9 Kind Hwy
3 Level Service
1 Route No.
00076 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
830 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
30 Span Type Main
M Material
1 - Concrete Design
19 Length
33.136 Deck Width
32.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
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
41.998 HS Inv. Rating Method
1 HS Inv. Method
30.203 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1328 Future ADT Year
2042 Bypass Detour
49.088324 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
12922 ODOT County
10 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(3) 10ft. X 6ft. X 30ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1018 0060 X H Index
96.4989 Latitude
34:04:48.27 Longitude
-97:25:20.9 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 76 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
052 NBI Text
12922 Vault Link
http://plansrv1/bridgemaintvault/b12922 GIS FO/SD
Meets Standards H Inv. Method
16.755 Latitude DD
34.080075 Longitude DD
-97.42247222 ODOT County Number
10 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13429 x
-10845019.9993522 y
4039559.21679129 |
|||||||||||||||||||||||||||||||||||||
| 12921 | 2630 0045 X | 12921 | Grady | S.H. 39 | CREEK | 2630 0045 X | 3-10ft.X 12ft.X 84ft. R.C.BOX | 1953 | 35.04416111 | -97.81416944 | 38.999 | 83.999 | — | 3 | 60 | 2 | 82.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 97.8 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13428 BRKEY
12921 NBI No.
12921 On Under
1 Structure No.
2630 0045 X Control No.
030 Lane Ind.
Milepoint
00450 Facility Carried
S.H. 39 Feature Intersected
CREEK Division
07 County
051 Location
0.4 MI E US62 Sufficiency
97.8 Kind Hwy
3 Level Service
1 Route No.
00039 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1953 ADT Total
1600 ADT Year
2022 Design Load
HS 20 Skew
60 No. Main Spans
3 Road Width
82.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
38.999 Deck Width
83.999 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
8 Structure Rating
8 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
67.4 HS Inv. Rating Method
1 HS Inv. Method
40.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2560 Future ADT Year
2042 Bypass Detour
18.000001 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
0000 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
12921 ODOT County
26 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X 12ft.X 84ft. R.C.BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2630 0045 X H Index
100 Latitude
35:02:38.98 Longitude
-97:48:51.01 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 39 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
78-26 NBI Text
12921 Vault Link
http://plansrv1/bridgemaintvault/b12921 GIS FO/SD
Meets Standards H Inv. Method
25.8 Latitude DD
35.04416111 Longitude DD
-97.81416944 ODOT County Number
26 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
13428 x
-10888623.5344278 y
4169884.08311828 |
|||||||||||||||||||||||||||||||||||||
| 12824 | 1904R1855 X | 12824 | Creek | S.H. 66 | S.L. & S.F. R.R. UNDER | 1904R1855 X | 3-45ft.CONC. GRIDER SPANS SK. 66 DEG. 46ft.(NEW BR. IN PROGRESS STP-119A(001),03-98) | 1952 | 35.99 | -96.18166667 | 136.155 | 32.999 | — | 3 | 23 | 2 | 27.999 | 1 - Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 35.2 | Poor (4) | Fair (5) | Fair (5) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 10170 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
13421 BRKEY
12824 NBI No.
12824 On Under
1 Structure No.
1904R1855 X Control No.
004 Lane Ind.
Milepoint
18550 Facility Carried
S.H. 66 Feature Intersected
S.L. & S.F. R.R. UNDER Division
08 County
037 Location
18.5 MI NE JCT SH 48 Sufficiency
35.2 Kind Hwy
3 Level Service
1 Route No.
00066 Service Type On
1 Service Type Off
2 Vertical Clearance
_ Horizontal Clearance
27.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1952 ADT Total
10170 ADT Year
1999 Design Load
H 20 Skew
23 No. Main Spans
3 Road Width
27.999 Ref. Underclearance Rt.
R Underclearance Right
17.001 Underclearance Left
18.999 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
86.001 Span Type Main
M Material
1 - Concrete Design
02 Length
136.155 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
5 Super Rating
5 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
4 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
N Approach Alignment
9 HS Operating Rating Method
2 HS Operating Rating
24.802 HS Inv. Rating Method
2 HS Inv. Method
19.842 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
10300 Future ADT Year
2017 Bypass Detour
47.22421 School Bus Rte.
1 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
12824 ODOT County
19 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
2.5 Rt. Curb SW
2.5 Description
3-45ft.CONC. GRIDER SPANS SK. 66 DEG. 46ft.(NEW BR. IN PROGRESS STP-119A(001),03-98) Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1904R1855 X H Index
100 Latitude
35:59:24 Longitude
-96:10:54 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 66 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
12824 Vault Link
http://plansrv1/bridgemaintvault/b12824 GIS FO/SD
Meets Standards H Inv. Method
19.842 Latitude DD
35.99 Longitude DD
-96.18166667 ODOT County Number
19 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
13421 x
-10706894.1573528 y
4299245.47469278 |
|||||||||||||||||||||||||||||||||||||
| 12823 | 6816 1119 X | 12823 | Sequoyah | S.H. 82 / S.H. 100 | SNAKE CREEK | 6816 1119 X | 29ft. - (2) 35ft. - 29ft. CONCRETE SLAB | 1952 | 35.63761111 | -94.96078333 | 128 | 26.8 | — | 4 | 0 | 2 | 22 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 58.3 | Fair (5) | Fair (5) | Fair (5) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13420 BRKEY
12823 NBI No.
12823 On Under
1 Structure No.
6816 1119 X Control No.
016 Lane Ind.
Milepoint
11190 Facility Carried
S.H. 82 / S.H. 100 Feature Intersected
SNAKE CREEK Division
01 County
135 Location
11.19 N JCT US-64 Sufficiency
58.3 Kind Hwy
3 Level Service
1 Route No.
00082 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
22 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1952 ADT Total
1700 ADT Year
2022 Design Load
H 15 Skew
0 No. Main Spans
4 Road Width
22 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
24 Span Type Main
M Material
1 - Concrete Design
01 Length
128 Deck Width
26.8 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
6 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
45.8 HS Inv. Rating Method
1 HS Inv. Method
27.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2720 Future ADT Year
2042 Bypass Detour
4 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
12823 ODOT County
68 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
1.5 Rt. Curb SW
1.5 Description
29ft. - (2) 35ft. - 29ft. CONCRETE SLAB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6816 1119 X H Index
94.7626 Latitude
35:38:15.4 Longitude
-94:57:38.82 I257A
1 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 82 Scour
8 Design Structure
1 - Slab FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
16-1119 NBI Text
12823 Vault Link
http://plansrv1/bridgemaintvault/b12823 GIS FO/SD
FO H Inv. Method
16.8 Latitude DD
35.63761111 Longitude DD
-94.96078333 ODOT County Number
68 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13420 x
-10570986.045626 y
4250871.10950759 |
|||||||||||||||||||||||||||||||||||||
| 12822 | 1016R0944 X | 12822 | Carter | S.H. 53 | SPRING CREEK | 1016 0944 X | (3) 40ft. I-BEAM SPANS | 1952 | 34.332581 | -97.341647 | 121.063 | 28.501 | — | 3 | 0 | 2 | 26.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 56.3 | Fair (5) | Fair (5) | Fair (5) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1400 | 2018 | 5 | Unmatched |
|
Raw data
OBJECTID
13419 BRKEY
12822 NBI No.
12822 On Under
1 Structure No.
1016R0944 X Control No.
016 Lane Ind.
Milepoint
09440 Facility Carried
S.H. 53 Feature Intersected
SPRING CREEK Division
07 County
019 Location
9.5 MI E JCT SH76 Sufficiency
56.3 Kind Hwy
3 Level Service
1 Route No.
00053 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
1400 ADT Year
2018 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
Appr. Roadway Width
26.001 Span Type Main
M Material
3 - Steel Design
02 Length
121.063 Deck Width
28.501 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
5 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
40.675 HS Inv. Rating Method
1 HS Inv. Method
24.361 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2240 Future ADT Year
2038 Bypass Detour
41.010498 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
12822 ODOT County
10 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
1.001 Rt. Curb SW
1.001 Description
(3) 40ft. I-BEAM SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1016 0944 X H Index
91.8304 Latitude
34:19:57.29 Longitude
-97:20:29.93 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 53 Scour
7 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
044 NBI Text
12822 Vault Link
http://plansrv1/bridgemaintvault/b12822 GIS FO/SD
Meets Standards H Inv. Method
17.086 Latitude DD
34.332581 Longitude DD
-97.341647 ODOT County Number
10 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13419 x
-10836022.5770186 y
4073547.43282634 |
|||||||||||||||||||||||||||||||||||||
| 12821 | 7030R0428 X | 12821 | Texas | S.H. 95 | THREE SEEDS DRAW CREEK | 7030 0428 X | 5-25ft. CONC.Slab Spans | 1952 | 36.55781111 | -101.79455 | 125 | 28.501 | — | 5 | 0 | 2 | 26.001 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 49.7 | Poor (4) | Critical (2) | Poor (4) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 410 | 2007 | 5 | Unmatched |
|
Raw data
OBJECTID
13418 BRKEY
12821 NBI No.
12821 On Under
1 Structure No.
7030R0428 X Control No.
030 Lane Ind.
Milepoint
04280 Facility Carried
S.H. 95 Feature Intersected
THREE SEEDS DRAW CREEK Division
06 County
139 Location
4.2 MI N JCT US 54 Sufficiency
49.7 Kind Hwy
3 Level Service
1 Route No.
00095 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
410 ADT Year
2007 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
26.001 Span Type Main
M Material
1 - Concrete Design
01 Length
125 Deck Width
28.501 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
6 Deck Rating
2 Super Rating
4 Sub Rating
4 Chan. Rating
7 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
43.652 HS Inv. Rating Method
1 HS Inv. Method
24.802 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
656 Future ADT Year
2027 Bypass Detour
37.903642 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
12821 ODOT County
70 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
5-25ft. CONC.Slab Spans Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
7030 0428 X H Index
50.0133 Latitude
36:33:28.12 Longitude
-101:47:40.38 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 95 Scour
8 Design Structure
1 - Slab FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
12821 Vault Link
http://plansrv1/bridgemaintvault/b12821 GIS FO/SD
SD H Inv. Method
13.779 Latitude DD
36.55781111 Longitude DD
-101.79455 ODOT County Number
70 Maint. Dist.
6 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13418 x
-11331717.4715304 y
4377649.28479677 |
|||||||||||||||||||||||||||||||||||||
| 13114 | 1937R3440 X | 13114 | Creek | TURNER TP (I-44) | CO. RD. 1962C & RR UNDER | 1937T3440 X | 48ft.,32,4-61ft. I-BM SPANS | 1953 | 36.03 | -96.09 | 324.147 | 74.701 | — | 6 | 26 | 4 | 68.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 47 | Poor (4) | Fair (5) | Satisfactory (6) | Poor (4) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | T | 18490 | 2005 | 5 | Unmatched |
|
Raw data
OBJECTID
13417 BRKEY
13114 NBI No.
13114 On Under
1 Structure No.
1937R3440 X Control No.
037 Lane Ind.
Milepoint
34400 Facility Carried
TURNER TP (I-44) Feature Intersected
CO. RD. 1962C & RR UNDER Division
08 County
037 Location
81.4 MI N E JCT I-35 Sufficiency
47 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
1 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
18490 ADT Year
2005 Design Load
HS 20 Skew
26 No. Main Spans
6 Road Width
68.999 Ref. Underclearance Rt.
H Underclearance Right
22.999 Underclearance Left
12.001 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
324.147 Deck Width
74.701 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
6 Sub Rating
4 Chan. Rating
N Culv. Rating
N Structure Rating
4 Deck Geometry
7 Underclearance
9 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
29584 Future ADT Year
2025 Bypass Detour
99.897848 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
NA Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
0000 Max Measured Clearance
2300 Min Measured Clearance
2102 NBI Rating
13114 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
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
48ft.,32,4-61ft. I-BM SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1937T3440 X H Index
65.281 Latitude
36:01:48 Longitude
-96:05:24 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
81.40 NBI Text
13114 Vault Link
http://plansrv1/bridgemaintvault/b13114 GIS FO/SD
SD H Inv. Method
-1 Latitude DD
36.03 Longitude DD
-96.09 ODOT County Number
19 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
13417 x
-10696689.8703257 y
4304750.11133883 |
|||||||||||||||||||||||||||||||||||||
| 13113 | 4134R2200 X | 13113 | Lincoln | TURNER TP (I-44) | DRY CREEK | 4134T2200 X | 50ft.-60ft.-80ft.-60ft.-50ft. I-BEAM SPANS, SK 60 RF | 1953 | 35.73970833 | -96.76785556 | 305.118 | 74.701 | — | 5 | 30 | 4 | 68.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 60 | Fair (5) | Fair (5) | Fair (5) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | T | 23100 | 2012 | 5 | Unmatched |
|
Raw data
OBJECTID
13416 BRKEY
13113 NBI No.
13113 On Under
1 Structure No.
4134R2200 X Control No.
034 Lane Ind.
Milepoint
22000 Facility Carried
TURNER TP (I-44) Feature Intersected
DRY CREEK Division
03 County
081 Location
38.3 MI N E JCT I-35 Sufficiency
60 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
5 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
2012 Design Load
HS 20 Skew
30 No. Main Spans
5 Road Width
68.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 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
305.118 Deck Width
74.701 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
5 Super Rating
5 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
5 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
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
36960 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
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
13113 ODOT County
41 Nav. Control
0 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
50ft.-60ft.-80ft.-60ft.-50ft. I-BEAM SPANS, SK 60 RF Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4134T2200 X H Index
84.685 Latitude
35:44:22.95 Longitude
-96:46:04.28 I257A
1 I257B
1 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
I-44 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
38.30 NBI Text
13113 Vault Link
http://plansrv1/bridgemaintvault/b13113 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
35.73970833 Longitude DD
-96.76785556 ODOT County Number
41 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
13416 x
-10772148.4060962 y
4264864.49472225 |
|||||||||||||||||||||||||||||||||||||
| 13112 | 6524 0587 X | 13112 | Roger Mills | S.H. 47 | CROTON CREEK | 6524 0587 X | 7-40ft. WEATHERING STEEL I-BM SPANS | 1953 | 35.618325 | -99.80591389 | 281.499 | 30 | — | 7 | 0 | 2 | 28.002 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 96.6 | Good (7) | Very good (8) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 750 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13415 BRKEY
13112 NBI No.
13112 On Under
1 Structure No.
6524 0587 X Control No.
024 Lane Ind.
Milepoint
05870 Facility Carried
S.H. 47 Feature Intersected
CROTON CREEK Division
05 County
129 Location
5.9 MI E JCT S.H. 30 Sufficiency
96.6 Kind Hwy
3 Level Service
1 Route No.
00047 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
28.002 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1953 ADT Total
750 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
7 Road Width
28.002 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
25 Span Type Main
M Material
3 - Steel Design
02 Length
281.499 Deck Width
30 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
8 Super Rating
8 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
104.5 HS Inv. Rating Method
1 HS Inv. Method
62.5 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
13112 ODOT County
65 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
7-40ft. WEATHERING STEEL I-BM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6524 0587 X H Index
99.3483 Latitude
35:37:05.97 Longitude
-99:48:21.29 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 47 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
13112 Vault Link
http://plansrv1/bridgemaintvault/b13112 GIS FO/SD
Meets Standards H Inv. Method
43.8 Latitude DD
35.618325 Longitude DD
-99.80591389 ODOT County Number
65 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13415 x
-11110343.5123921 y
4248229.77540665 |
|||||||||||||||||||||||||||||||||||||
| 13110 | 5720 1967 X | 13110 | Osage | S.H. 20 | QUAPAW CREEK | 5720 1967 X | 80ft.-100ft.-80ft. CONT. I-BM. SPANS SK. 60 DEG.TR-4 RAIL W/31ft.CL.RDWY. | 1953 | 36.36768889 | -96.07000833 | 262.139 | 32.999 | — | 3 | 30 | 2 | 31.001 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 72.8 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 4200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13413 BRKEY
13110 NBI No.
13110 On Under
1 Structure No.
5720 1967 X Control No.
020 Lane Ind.
Milepoint
19670 Facility Carried
S.H. 20 Feature Intersected
QUAPAW CREEK Division
08 County
113 Location
3.8 MI.W.TULSA CL Sufficiency
72.8 Kind Hwy
3 Level Service
1 Route No.
00020 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
31.001 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
4200 ADT Year
2022 Design Load
H 20 Skew
30 No. Main Spans
3 Road Width
31.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
31.001 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
262.139 Deck Width
32.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60.3 HS Inv. Rating Method
1 HS Inv. Method
36.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6720 Future ADT Year
2042 Bypass Detour
42.253241 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
N Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
13110 ODOT County
57 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
80ft.-100ft.-80ft. CONT. I-BM. SPANS SK. 60 DEG.TR-4 RAIL W/31ft.CL.RDWY. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5720 1967 X H Index
94.8648 Latitude
36:22:03.68 Longitude
-96:04:12.03 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 20 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
13110 Vault Link
http://plansrv1/bridgemaintvault/b13110 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
36.36768889 Longitude DD
-96.07000833 ODOT County Number
57 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13413 x
-10694464.4078011 y
4351333.45941646 |
|||||||||||||||||||||||||||||||||||||
| 13109 | 4718 0178 X | 13109 | Major | S.H. 8 | DEEP CREEK | 4718 0178 X | 2-50ft.,60ft.,2-50ft. I-BM | 1953 | 36.190781 | -98.3173 | 260 | 30 | — | 1 | 45 | 2 | 28 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 64.3 | Fair (5) | Satisfactory (6) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13412 BRKEY
13109 NBI No.
13109 On Under
1 Structure No.
4718 0178 X Control No.
018 Lane Ind.
Milepoint
01780 Facility Carried
S.H. 8 Feature Intersected
DEEP CREEK Division
06 County
093 Location
2.0 MI N BLAINE C/L Sufficiency
64.3 Kind Hwy
3 Level Service
1 Route No.
00008 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
28 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
1600 ADT Year
2022 Design Load
H 15 Skew
45 No. Main Spans
1 Road Width
28 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
28 Span Type Main
M Material
3 - Steel Design
02 Length
260 Deck Width
30 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
6 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
42 HS Inv. Rating Method
1 HS Inv. Method
25 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2560 Future ADT Year
2042 Bypass Detour
34.175415 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
13109 ODOT County
47 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-50ft.,60ft.,2-50ft. I-BM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4718 0178 X H Index
89.8851 Latitude
36:11:26.81 Longitude
-98:19:02.28 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 8 Scour
5 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
13109 Vault Link
http://plansrv1/bridgemaintvault/b13109 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
36.190781 Longitude DD
-98.3173 ODOT County Number
47 Maint. Dist.
6 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13412 x
-10944631.7721695 y
4326904.39693658 |
|||||||||||||||||||||||||||||||||||||
| 13011 | 4040 2795 X | 13011 | Le Flore | S.H. 63 | RATTLESNAKE CREEK | 4040 2795 X | (12ft. - 14ft. - 12ft.) X 8ft. X 30ft. RCB SK 45° | 1953 | 34.63743611 | -94.59762222 | 59.4 | 0 | — | 3 | 45 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 96.4 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 320 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13410 BRKEY
13011 NBI No.
13011 On Under
1 Structure No.
4040 2795 X Control No.
040 Lane Ind.
Milepoint
27950 Facility Carried
S.H. 63 Feature Intersected
RATTLESNAKE CREEK Division
02 County
079 Location
2.99 E JCT US-259 Sufficiency
96.4 Kind Hwy
3 Level Service
1 Route No.
00063 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
320 ADT Year
2022 Design Load
HS 20 Skew
45 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
28 Span Type Main
M Material
1 - Concrete Design
19 Length
59.4 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
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
512 Future ADT Year
2042 Bypass Detour
24.8 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
13011 ODOT County
40 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(12ft. - 14ft. - 12ft.) X 8ft. X 30ft. RCB SK 45° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4040 2795 X H Index
94.2395 Latitude
34:38:14.77 Longitude
-94:35:51.44 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 63 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
148 NBI Text
13011 Vault Link
http://plansrv1/bridgemaintvault/b13011 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
34.63743611 Longitude DD
-94.59762222 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13410 x
-10530559.1357849 y
4114718.66783941 |
|||||||||||||||||||||||||||||||||||||
| 13010 | 5126 1421 X | 13010 | Muskogee | S.H. 2 | GEORGE FORK CREEK TRIB. | 5126 1421 X | (13ft.-17ft.-13ft.)X 15ft.X | 1953 | 35.45715556 | -95.28652222 | 57.087 | 36 | — | 3 | 30 | 2 | 32 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 81.1 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 3200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13409 BRKEY
13010 NBI No.
13010 On Under
1 Structure No.
5126 1421 X Control No.
026 Lane Ind.
Milepoint
14210 Facility Carried
S.H. 2 Feature Intersected
GEORGE FORK CREEK TRIB. Division
01 County
101 Location
14.4 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
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
57.087 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.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
4 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
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
13010 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
(13ft.-17ft.-13ft.)X 15ft.X Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5126 1421 X H Index
64.6448 Latitude
35:27:25.76 Longitude
-95:17:11.48 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
13010 Vault Link
http://plansrv1/bridgemaintvault/b13010 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
35.45715556 Longitude DD
-95.28652222 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
13409 x
-10607247.1329923 y
4226181.6152232 |
|||||||||||||||||||||||||||||||||||||
| 13009 | 1110 0465 X | 13009 | Cherokee | S.H. 10 | MCFADDEN FALLS CREEK | 1110 0465 X | (13ft.-17ft.-13ft.)X 15ft.X | 1953 | 35.97750278 | -94.92441111 | 54.134 | 0 | — | 3 | 30 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 79.2 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Fair (5) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13408 BRKEY
13009 NBI No.
13009 On Under
1 Structure No.
1110 0465 X Control No.
010 Lane Ind.
Milepoint
04650 Facility Carried
S.H. 10 Feature Intersected
MCFADDEN FALLS CREEK Division
01 County
021 Location
4.8 MI N US62 Sufficiency
79.2 Kind Hwy
3 Level Service
1 Route No.
00010 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
26.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1953 ADT Total
1600 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
10 Appr. Roadway Width
26.001 Span Type Main
M Material
1 - Concrete Design
19 Length
54.134 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
5 Structure Rating
5 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2560 Future ADT Year
2042 Bypass Detour
47.22421 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
13009 ODOT County
11 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(13ft.-17ft.-13ft.)X 15ft.X Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1110 0465 X H Index
93.9339 Latitude
35:58:39.01 Longitude
-94:55:27.88 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 10 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
0 NBI Text
13009 Vault Link
http://plansrv1/bridgemaintvault/b13009 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
35.97750278 Longitude DD
-94.92441111 ODOT County Number
11 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13408 x
-10566937.1086166 y
4297526.23065289 |
|||||||||||||||||||||||||||||||||||||
| 13008 | 2608 0295 X | 13008 | Grady | U.S. 81 | CREEK | 2608 0295 X | (12ft.-14ft.12ft.)X 6ft. X 64ft. RC BOX | 1953 | 35.03596111 | -97.93621667 | 59.101 | 66.001 | — | 3 | 45 | 5 | 63.999 | 1 - Concrete | Culvert (19) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 82.8 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | C | 17200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13407 BRKEY
13008 NBI No.
13008 On Under
1 Structure No.
2608 0295 X Control No.
008 Lane Ind.
Milepoint
02950 Facility Carried
U.S. 81 Feature Intersected
CREEK Division
07 County
051 Location
1.2 MI S US62 Sufficiency
82.8 Kind Hwy
2 Level Service
1 Route No.
00081 Service Type On
5 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
56.001 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
17200 ADT Year
2022 Design Load
HS 20 Skew
45 No. Main Spans
3 Road Width
63.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
5 Fill RCB
AG Appr. Roadway Width
56.001 Span Type Main
M Material
1 - Concrete Design
19 Length
59.101 Deck Width
66.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
6 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
45.6 HS Inv. Rating Method
1 HS Inv. Method
27.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
27520 Future ADT Year
2042 Bypass Detour
3.7 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
0000 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
13008 ODOT County
26 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
3.999 Rt. Curb SW
3.999 Description
(12ft.-14ft.12ft.)X 6ft. X 64ft. RC BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2608 0295 X H Index
99.6709 Latitude
35:02:09.46 Longitude
-97:56:10.38 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 81 Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
33-26 NBI Text
13008 Vault Link
http://plansrv1/bridgemaintvault/b13008 GIS FO/SD
Meets Standards H Inv. Method
15.1 Latitude DD
35.03596111 Longitude DD
-97.93621667 ODOT County Number
26 Maint. Dist.
7 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
13407 x
-10902209.7699241 y
4168769.18976421 |
|||||||||||||||||||||||||||||||||||||
| 13007 | 0834 0216 X | 13007 | Caddo | S.H. 58 | CREEK | 0834 0216 X | (13ft.-17ft.-13ft.)X 10ft.X 32ft. R.C.BOX WITH HANDRAILS SK.60 DEG. | 1953 | 34.94483056 | -98.60275 | 54.134 | 33.999 | — | 3 | 30 | 2 | 32.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 94.6 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 930 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13406 BRKEY
13007 NBI No.
13007 On Under
1 Structure No.
0834 0216 X Control No.
034 Lane Ind.
Milepoint
02160 Facility Carried
S.H. 58 Feature Intersected
CREEK Division
07 County
015 Location
2.1 MI N JCT SH 19 Sufficiency
94.6 Kind Hwy
3 Level Service
1 Route No.
00058 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
07 - Major Collector (Rural) Year Built
1953 ADT Total
930 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
32.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
30 Span Type Main
M Material
1 - Concrete Design
19 Length
54.134 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.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
52.9 HS Inv. Rating Method
1 HS Inv. Method
31.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1488 Future ADT Year
2042 Bypass Detour
41.010498 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
13007 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
(13ft.-17ft.-13ft.)X 10ft.X 32ft. R.C.BOX WITH HANDRAILS SK.60 DEG. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0834 0216 X H Index
100 Latitude
34:56:41.39 Longitude
-98:36:09.9 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 58 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
84 NBI Text
13007 Vault Link
http://plansrv1/bridgemaintvault/b13007 GIS FO/SD
Meets Standards H Inv. Method
17.4 Latitude DD
34.94483056 Longitude DD
-98.60275 ODOT County Number
8 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13406 x
-10976407.9208165 y
4156386.36266779 |
|||||||||||||||||||||||||||||||||||||
| 12820 | 0928R0226 X | 12820 | Canadian | S.H. 4 | N. CANADIAN RIVER O'FLOW | 0928 0226 X | 5-25ft. CONC. SLAB SPANS SK.45 DEG. | 1952 | 35.540767 | -97.742383 | 125 | 28.501 | — | 5 | 45 | 2 | 26.001 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 38.2 | Poor (4) | Fair (5) | Fair (5) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 17 - Collector (Urban) | B | 3800 | 2018 | 5 | Unmatched |
|
Raw data
OBJECTID
13399 BRKEY
12820 NBI No.
12820 On Under
1 Structure No.
0928R0226 X Control No.
028 Lane Ind.
Milepoint
02260 Facility Carried
S.H. 4 Feature Intersected
N. CANADIAN RIVER O'FLOW Division
04 County
017 Location
2.3 MI.N. JCT. SH66 Sufficiency
38.2 Kind Hwy
3 Level Service
1 Route No.
00004 Service Type On
1 Service Type Off
9 Vertical Clearance
_ Horizontal Clearance
26.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
17 - Collector (Urban) Year Built
1952 ADT Total
3800 ADT Year
2018 Design Load
H 15 Skew
45 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
Appr. Roadway Width
26.001 Span Type Main
M Material
1 - Concrete Design
01 Length
125 Deck Width
28.501 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
5 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
46 HS Inv. Rating Method
1 HS Inv. Method
27 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6080 Future ADT Year
2038 Bypass Detour
8.077825 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
12820 ODOT County
09 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
0 Lft. Curb SW
1.201 Rt. Curb SW
1.201 Description
5-25ft. CONC. SLAB SPANS SK.45 DEG. Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
0928 0226 X H Index
84.3987 Latitude
35:32:26.76 Longitude
-97:44:32.58 I257A
1 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 4 Scour
8 Design Structure
1 - Slab FOSD
Functionally Obsolete and Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
12820 Vault Link
http://plansrv1/bridgemaintvault/b12820 GIS FO/SD
FOSD H Inv. Method
15 Latitude DD
35.540767 Longitude DD
-97.742383 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
6 Rural/Urban
Urban ARC_ID_NUM
13399 x
-10880632.3044811 y
4237614.22401775 |
|||||||||||||||||||||||||||||||||||||
| 12819 | 0712R0079 X | 12819 | Bryan | S.H. 48 | BLUE RIVER O'FLOW | 0712 0158 X | (3) 40ft. I-BEAM | 1952 | 34.09152778 | -96.36733611 | 121.001 | 28.501 | — | 3 | 0 | 2 | 26.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Closed (K) | 43.7 | Poor (4) | Poor (4) | Fair (5) | 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
13398 BRKEY
12819 NBI No.
12819 On Under
1 Structure No.
0712R0079 X Control No.
012 Lane Ind.
Milepoint
00790 Facility Carried
S.H. 48 Feature Intersected
BLUE RIVER O'FLOW Division
02 County
013 Location
0.79 N JCT SH-78 Sufficiency
43.7 Kind Hwy
3 Level Service
1 Route No.
00048 Service Type On
1 Service Type Off
9 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
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
27.999 Span Type Main
M Material
3 - Steel Design
02 Length
121.001 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
4 Super Rating
5 Sub Rating
7 Chan. Rating
8 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
31.747 HS Inv. Rating Method
1 HS Inv. Method
19.07 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
55 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
12819 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
(3) 40ft. I-BEAM Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
0712 0158 X H Index
94.1756 Latitude
34:05:29.5 Longitude
-96:22:02.41 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
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
058 NBI Text
12819 Vault Link
http://plansrv1/bridgemaintvault/b12819 GIS FO/SD
SD H Inv. Method
13.448 Latitude DD
34.09152778 Longitude DD
-96.36733611 ODOT County Number
7 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13398 x
-10727562.7848694 y
4041098.60197343 |
|||||||||||||||||||||||||||||||||||||
| 12818 | 7112R0030 X | 12818 | Tillman | S.H. 5 | N. FORK RED RIVER O'FLOW | 7112 0030 X | 5-25ft. CONCRETE SLAB SPANS | 1952 | 34.507125 | -99.205358 | 125 | 31.001 | — | 5 | 0 | 2 | 28.002 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 62.7 | Fair (5) | Satisfactory (6) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1100 | 2019 | 5 | Unmatched |
|
Raw data
OBJECTID
13397 BRKEY
12818 NBI No.
12818 On Under
1 Structure No.
7112R0030 X Control No.
012 Lane Ind.
Milepoint
00300 Facility Carried
S.H. 5 Feature Intersected
N. FORK RED RIVER O'FLOW Division
05 County
141 Location
0.3 MI E JACKSON C/L Sufficiency
62.7 Kind Hwy
3 Level Service
1 Route No.
00005 Service Type On
1 Service Type Off
9 Vertical Clearance
_ Horizontal Clearance
28.002 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1952 ADT Total
1100 ADT Year
2019 Design Load
H 20 Skew
0 No. Main Spans
5 Road Width
28.002 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
32.001 Span Type Main
M Material
1 - Concrete Design
01 Length
125 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.
2 Deck Rating
6 Super Rating
6 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
51.809 HS Inv. Rating Method
1 HS Inv. Method
29.542 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1760 Future ADT Year
2039 Bypass Detour
42.253241 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
12818 ODOT County
71 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
5-25ft. CONCRETE SLAB SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
7112 0030 X H Index
71.0358 Latitude
34:30:25.65 Longitude
-99:12:19.29 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 5 Scour
8 Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
12818 Vault Link
http://plansrv1/bridgemaintvault/b12818 GIS FO/SD
Meets Standards H Inv. Method
16.424 Latitude DD
34.507125 Longitude DD
-99.205358 ODOT County Number
71 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13397 x
-11043489.9365244 y
4097101.49653808 |
|||||||||||||||||||||||||||||||||||||
| 12816 | 1016R0808 X | 12816 | Carter | S.H. 53 | WEST SPRING CREEK | 1016 0808 X | 30ft. - 50ft. - 30ft. I-BEAM SPANS | 1952 | 34.332561 | -97.365394 | 110.892 | 28.501 | — | 3 | 0 | 2 | 26.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 49.3 | Fair (5) | Poor (4) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1400 | 2018 | 5 | Unmatched |
|
Raw data
OBJECTID
13395 BRKEY
12816 NBI No.
12816 On Under
1 Structure No.
1016R0808 X Control No.
016 Lane Ind.
Milepoint
08080 Facility Carried
S.H. 53 Feature Intersected
WEST SPRING CREEK Division
07 County
019 Location
8.3 MI E JCT SH76 Sufficiency
49.3 Kind Hwy
3 Level Service
1 Route No.
00053 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
1400 ADT Year
2018 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
Appr. Roadway Width
26.001 Span Type Main
M Material
3 - Steel Design
02 Length
110.892 Deck Width
28.501 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
4 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
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
36.046 HS Inv. Rating Method
1 HS Inv. Method
21.605 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2240 Future ADT Year
2038 Bypass Detour
41.010498 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
12816 ODOT County
10 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
1.001 Rt. Curb SW
1.001 Description
30ft. - 50ft. - 30ft. I-BEAM SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1016 0808 X H Index
75.2259 Latitude
34:19:57.22 Longitude
-97:21:55.42 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 53 Scour
5 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
043 NBI Text
12816 Vault Link
http://plansrv1/bridgemaintvault/b12816 GIS FO/SD
SD H Inv. Method
16.645 Latitude DD
34.332561 Longitude DD
-97.365394 ODOT County Number
10 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13395 x
-10838666.0809665 y
4073544.73671392 |
|||||||||||||||||||||||||||||||||||||
| 12815 | 7278R0060SX | 12815 | Tulsa | I-44 | 33RD W AVE. UNDER | 7278 0060SX | 33ft.,47ft.,33ft.CONC RGD | 1952 | 36.088819 | -96.029761 | 113.845 | 32.152 | — | 3 | 0 | 2 | 26.903 | 2 - Concrete Continuous | Frame (07) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 63.7 | Fair (5) | Fair (5) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 21200 | 2018 | 5 | Unmatched |
|
Raw data
OBJECTID
13394 BRKEY
12815 NBI No.
12815 On Under
1 Structure No.
7278R0060SX Control No.
078 Lane Ind.
S Milepoint
00600 Facility Carried
I-44 Feature Intersected
33RD W AVE. UNDER Division
08 County
143 Location
.6 MI E JCT SH 66 Sufficiency
63.7 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
26.903 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1952 ADT Total
21200 ADT Year
2018 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
26.903 Ref. Underclearance Rt.
H Underclearance Right
7.999 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
43.999 Span Type Main
M Material
2 - Concrete Continuous Design
07 Length
113.845 Deck Width
32.152 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
4 Deck Rating
5 Super Rating
5 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
2 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
33920 Future ADT Year
2038 Bypass Detour
0.099997 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1500 Max Measured Clearance
1604 Min Measured Clearance
1601 NBI Rating
12815 ODOT County
72 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
33ft.,47ft.,33ft.CONC RGD Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
7278 0060SX H Index
84.5199 Latitude
36:05:19.75 Longitude
-96:01:47.14 I257A
1 I257B
1 I257C
0 I257D
0 I257E
0 I263
1 Roadway Name
I-44 Scour
N Design Structure
7 - Frame (Except Frame Culverts) FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
12815 Vault Link
http://plansrv1/bridgemaintvault/b12815 GIS FO/SD
FO H Inv. Method
23 Latitude DD
36.088819 Longitude DD
-96.029761 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
13394 x
-10689984.0955198 y
4312849.6218471 |
|||||||||||||||||||||||||||||||||||||
| 13108 | 4134T0300 X | 13108 | Lincoln | TURNER TP (I-44) | CAPTAIN CREEK | 4134T0300 X | 75ft.-100ft.-75ft. I-BEAM SPANS | 1953 | 35.66700278 | -97.09166944 | 254.921 | 74.701 | — | 3 | 0 | 4 | 68.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 72.4 | 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 | 24900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13393 BRKEY
13108 NBI No.
13108 On Under
1 Structure No.
4134T0300 X Control No.
034 Lane Ind.
Milepoint
03000 Facility Carried
TURNER TP (I-44) Feature Intersected
CAPTAIN CREEK Division
03 County
081 Location
19.4 MI N E JCT I-35 Sufficiency
72.4 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
5 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
24900 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
68.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 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
254.921 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
7 Super Rating
7 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
52.6 HS Inv. Rating Method
1 HS Inv. Method
31.3 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
N Min Measured Clearance
N NBI Rating
13108 ODOT County
41 Nav. Control
0 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
75ft.-100ft.-75ft. I-BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4134T0300 X H Index
100 Latitude
35:40:01.21 Longitude
-97:05:30.01 I257A
1 I257B
1 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
I-44 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
19.40 NBI Text
13108 Vault Link
http://plansrv1/bridgemaintvault/b13108 GIS FO/SD
Meets Standards H Inv. Method
17.4 Latitude DD
35.66700278 Longitude DD
-97.09166944 ODOT County Number
41 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
13393 x
-10808195.2023296 y
4254897.6793969 |
|||||||||||||||||||||||||||||||||||||
| 13107 | 2032R0735 X | 13107 | Custer | S.H. 54 | DEER CREEK | 2032 0735 X | 4-60ft. I-BEAM SPANS | 1953 | 35.62733056 | -98.72082778 | 241.142 | 28.501 | — | 4 | 0 | 2 | 26.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 40.4 | Fair (5) | Fair (5) | Fair (5) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2100 | 2009 | 5 | Unmatched |
|
Raw data
OBJECTID
13392 BRKEY
13107 NBI No.
13107 On Under
1 Structure No.
2032R0735 X Control No.
032 Lane Ind.
Milepoint
07350 Facility Carried
S.H. 54 Feature Intersected
DEER CREEK Division
05 County
039 Location
8.2 MI N JCT I-40 Sufficiency
40.4 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
2100 ADT Year
2009 Design Load
H 15 Skew
0 No. Main Spans
4 Road Width
26.001 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
32.001 Span Type Main
M Material
3 - Steel Design
02 Length
241.142 Deck Width
28.501 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
7 Deck Rating
5 Super Rating
5 Sub Rating
6 Chan. Rating
4 Culv. Rating
N Structure Rating
5 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
36.046 HS Inv. Rating Method
1 HS Inv. Method
21.605 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3360 Future ADT Year
2029 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
13107 ODOT County
20 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.001 Rt. Curb SW
1.001 Description
4-60ft. I-BEAM SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
2032 0735 X H Index
58.9704 Latitude
35:37:38.39 Longitude
-98:43:14.98 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
_ 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
13107 Vault Link
http://plansrv1/bridgemaintvault/b13107 GIS FO/SD
Meets Standards H Inv. Method
17.196 Latitude DD
35.62733056 Longitude DD
-98.72082778 ODOT County Number
20 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13392 x
-10989552.2791601 y
4249463.05486841 |
|||||||||||||||||||||||||||||||||||||
| 13106 | 1937T0664 X | 13106 | Creek | TURNER TP (I-44) | LITTLE DEEP FORK CREEK | 1937T0660 X | 40ft.-50ft.-65ft.-50ft.-40ft. I-BEAM SPANS. | 1953 | 35.81293889 | -96.51445 | 248.031 | 74.701 | — | 5 | 0 | 4 | 68.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 75 | Satisfactory (6) | Good (7) | Good (7) | Satisfactory (6) | 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
13391 BRKEY
13106 NBI No.
13106 On Under
1 Structure No.
1937T0664 X Control No.
037 Lane Ind.
Milepoint
06640 Facility Carried
TURNER TP (I-44) Feature Intersected
LITTLE DEEP FORK CREEK Division
08 County
037 Location
53.7 MI N E JCT I-35 Sufficiency
75 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
5 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
23500 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
5 Road Width
68.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 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
248.031 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
6 Chan. Rating
7 Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
69.5 HS Inv. Rating Method
1 HS Inv. Method
45 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
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
13106 ODOT County
19 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
40ft.-50ft.-65ft.-50ft.-40ft. I-BEAM SPANS. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1937T0660 X H Index
89.1356 Latitude
35:48:46.58 Longitude
-96:30:52.02 I257A
1 I257B
1 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
I-44 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
53.70 NBI Text
13106 Vault Link
http://plansrv1/bridgemaintvault/b13106 GIS FO/SD
Meets Standards H Inv. Method
26.6 Latitude DD
35.81293889 Longitude DD
-96.51445 ODOT County Number
19 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
13391 x
-10743939.4281929 y
4274912.48534796 |
|||||||||||||||||||||||||||||||||||||
| 13105 | 4134T1420 X | 13105 | Lincoln | TURNER TP (I-44) | BELLCOW CREEK | 4134T1420 X | 35ft.-45ft.-60ft.-45ft.-35ft. I-BEAM SPANS | 1953 | 35.71510833 | -96.90373889 | 225.066 | 74.701 | — | 5 | 0 | 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) | 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 | 24000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
13390 BRKEY
13105 NBI No.
13105 On Under
1 Structure No.
4134T1420 X Control No.
034 Lane Ind.
Milepoint
14200 Facility Carried
TURNER TP (I-44) Feature Intersected
BELLCOW CREEK Division
03 County
081 Location
30.5 MI N E JCT I-35 Sufficiency
75 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
5 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
24000 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
5 Road Width
68.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 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
225.066 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
7 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60.1 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
38400 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
N Min Measured Clearance
N NBI Rating
13105 ODOT County
41 Nav. Control
0 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
35ft.-45ft.-60ft.-45ft.-35ft. I-BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4134T1420 X H Index
99.3336 Latitude
35:42:54.39 Longitude
-96:54:13.46 I257A
1 I257B
1 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
I-44 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
30.50 NBI Text
13105 Vault Link
http://plansrv1/bridgemaintvault/b13105 GIS FO/SD
Meets Standards H Inv. Method
24.2 Latitude DD
35.71510833 Longitude DD
-96.90373889 ODOT County Number
41 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
13390 x
-10787274.8691991 y
4261491.19458454 |
|||||||||||||||||||||||||||||||||||||
| 13104 | 1937R3213 X | 13104 | Creek | TURNER TP (I-44) | ROCK CREEK | 1937T3230 X | 69ft.-87ft.-69ft. I-BEAM SPANS, SK 70 LF | 1953 | 36.00423333 | -96.13719722 | 205.052 | 74.701 | — | 3 | 20 | 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 | 31300 | 2016 | 5 | Unmatched |
|
Raw data
OBJECTID
13389 BRKEY
13104 NBI No.
13104 On Under
1 Structure No.
1937R3213 X Control No.
037 Lane Ind.
Milepoint
32130 Facility Carried
TURNER TP (I-44) Feature Intersected
ROCK CREEK Division
08 County
037 Location
79.2 MI N E JCT I-35 Sufficiency
75 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
5 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
31300 ADT Year
2016 Design Load
HS 20 Skew
20 No. Main Spans
3 Road Width
68.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 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
205.052 Deck Width
74.701 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
7 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 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
50080 Future ADT Year
2036 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
N Min Measured Clearance
N NBI Rating
13104 ODOT County
19 Nav. Control
0 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
69ft.-87ft.-69ft. I-BEAM SPANS, SK 70 LF Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1937T3230 X H Index
98.2473 Latitude
36:00:15.24 Longitude
-96:08:13.91 I257A
1 I257B
1 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
I-44 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
79.20 NBI Text
13104 Vault Link
http://plansrv1/bridgemaintvault/b13104 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
36.00423333 Longitude DD
-96.13719722 ODOT County Number
19 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
13389 x
-10701943.8408229 y
4301203.88735948 |
|||||||||||||||||||||||||||||||||||||
| 13103 | 3826R2444 X | 13103 | Kiowa | S.H. 54 | RAINY MOUNTAIN CREEK | 3826 2444 X | 5-40ft. I-BEAM SPANS SK. 30 DEG. R.F. | 1953 | 34.98615556 | -98.86671389 | 202.1 | 28.501 | — | 5 | 30 | 2 | 26.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 38.7 | Poor (4) | Poor (4) | Poor (4) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 960 | 2012 | 5 | Unmatched |
|
Raw data
OBJECTID
13388 BRKEY
13103 NBI No.
13103 On Under
1 Structure No.
3826R2444 X Control No.
026 Lane Ind.
Milepoint
24440 Facility Carried
S.H. 54 Feature Intersected
RAINY MOUNTAIN CREEK Division
05 County
075 Location
24.4 MI N U.S. 62 Sufficiency
38.7 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
2012 Design Load
H 15 Skew
30 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
28.002 Span Type Main
M Material
3 - Steel Design
02 Length
202.1 Deck Width
28.501 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
4 Super Rating
4 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
4 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
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
2032 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
13103 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
5-40ft. I-BEAM SPANS SK. 30 DEG. R.F. Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
3826 2444 X H Index
81.99 Latitude
34:59:10.16 Longitude
-98:52:00.17 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
13103 Vault Link
http://plansrv1/bridgemaintvault/b13103 GIS FO/SD
SD H Inv. Method
16.094 Latitude DD
34.98615556 Longitude DD
-98.86671389 ODOT County Number
38 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
13388 x
-11005792.2466391 y
4161999.89909151 |