ODOT On System Bridges NBI
Oklahoma Department of Transportation (ArcGIS / NBI)
National Bridge Inventory data published by the Oklahoma Department of Transportation, exported from their public ArcGIS service. Cross-referenced against existing bridges by structure number / NBI number.
| Match | |||||||||||||||||||||||||||||||||||||
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| 04075 | 6726R0294 X | 4075 | — | S.H. 59 | LITTLE RIVER O'FLOW | 6726R0294 X | 12-30ft. I-BM. SPANS | 1933 | 35.16 | -96.755 | 360.892 | 25 | — | 12 | 0 | 2 | 22.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | _ | Open, no restriction (A) | 48.9 | Not applicable (N) | 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 | -1 | 2005 | 4 | Unmatched |
|
Raw data
OBJECTID
4111 BRKEY
4075 NBI No.
4075 On Under
1 Structure No.
6726R0294 X Control No.
026 Lane Ind.
Milepoint
02940 Facility Carried
S.H. 59 Feature Intersected
LITTLE RIVER O'FLOW Division
03 County
133 Location
2.9 MI E&N POTT C/L Sufficiency
48.9 Kind Hwy
3 Level Service
1 Route No.
00059 Service Type On
1 Service Type Off
9 Vertical Clearance
_ Horizontal Clearance
22.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1933 ADT Total
-1 ADT Year
2005 Design Load
H 20 Skew
0 No. Main Spans
12 Road Width
22.001 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
_ No. Lanes
2 Fill RCB
0 Appr. Roadway Width
33.999 Span Type Main
M Material
3 - Steel Design
02 Length
360.892 Deck Width
25 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
9 Deck Rating
4 Super Rating
4 Sub Rating
4 Chan. Rating
6 Culv. Rating
N Structure Rating
N Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
4 Approach Alignment
4 HS Operating Rating Method
2 HS Operating Rating
24.802 HS Inv. Rating Method
2 HS Inv. Method
24.802 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
2200 Future ADT Year
2025 Bypass Detour
19.883878 School Bus Rte.
_ Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
04075 ODOT County
67 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
_ Lft. Curb SW
0 Rt. Curb SW
0 Description
12-30ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6726R0294 X H Index
100 Latitude
35:09:36 Longitude
-96:45:18 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 59 Scour
6 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
04075 Vault Link
http://plansrv1/bridgemaintvault/b04075 GIS FO/SD
SD H Inv. Method
19.842 Latitude DD
35.16 Longitude DD
-96.755 ODOT County Number
67 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4111 x
-10770717.3317032 y
4185645.81896241 |
|||||||||||||||||||||||||||||||||||||
| 03984 | 6404R1114 X | 3984 | — | U.S. 271 | CREEK | 6404 1114 X | 53ft. I-BEAM SK 45° | 1933 | 34.328408 | -95.491689 | 52.999 | 27.001 | — | 1 | 45 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 48.9 | Fair (5) | Satisfactory (6) | Fair (5) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 1500 | 2019 | 4 | Unmatched |
|
Raw data
OBJECTID
4110 BRKEY
3984 NBI No.
3984 On Under
1 Structure No.
6404R1114 X Control No.
004 Lane Ind.
Milepoint
11140 Facility Carried
U.S. 271 Feature Intersected
CREEK Division
02 County
127 Location
11.14 NE JCT SH-3 Sufficiency
48.9 Kind Hwy
2 Level Service
1 Route No.
00271 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1933 ADT Total
1500 ADT Year
2019 Design Load
H 20 Skew
45 No. Main Spans
1 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
32.001 Span Type Main
M Material
3 - Steel Design
02 Length
52.999 Deck Width
27.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
6 Super Rating
5 Sub Rating
6 Chan. Rating
7 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
36.6 HS Inv. Rating Method
1 HS Inv. Method
21.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2400 Future ADT Year
2039 Bypass Detour
24.854848 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
03984 ODOT County
64 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.299 Rt. Curb SW
1.299 Description
53ft. I-BEAM SK 45° Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6404 1114 X H Index
84.8861 Latitude
34:19:42.27 Longitude
-95:29:30.08 I257A
1 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 271 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
008 NBI Text
03984 Vault Link
http://plansrv1/bridgemaintvault/b03984 GIS FO/SD
Meets Standards H Inv. Method
16.9 Latitude DD
34.328408 Longitude DD
-95.491689 ODOT County Number
64 Maint. Dist.
2 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4110 x
-10630086.1944696 y
4072984.90289368 |
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| 03983 | 3706 0816 X | 3983 | — | S.H. 3 & S.H. 33 | CREEK | 3706 0816 X | 5-10ft. X 4ft. X 30ft. R.C. BOX WITH PARAPET RAILS | 1933 | 35.85588333 | -98.06482778 | 53.333 | 32.001 | — | 5 | 0 | 2 | 30 | 1 - Concrete | Culvert (19) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 75.9 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 2600 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4109 BRKEY
3983 NBI No.
3983 On Under
1 Structure No.
3706 0816 X Control No.
006 Lane Ind.
Milepoint
08160 Facility Carried
S.H. 3 & S.H. 33 Feature Intersected
CREEK Division
04 County
073 Location
8.2 MI E BLAINE C/L Sufficiency
75.9 Kind Hwy
3 Level Service
1 Route No.
00003 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
02 - Principal Arterial Other (Rural) Year Built
1933 ADT Total
2600 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
5 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
AG Appr. Roadway Width
28.1 Span Type Main
M Material
1 - Concrete Design
19 Length
53.333 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
8 Culv. Rating
6 Structure Rating
6 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
42.6 HS Inv. Rating Method
1 HS Inv. Method
25.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4160 Future ADT Year
2042 Bypass Detour
38.239904 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
03983 ODOT County
37 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
5-10ft. X 4ft. X 30ft. R.C. BOX WITH PARAPET RAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3706 0816 X H Index
86.2358 Latitude
35:51:21.18 Longitude
-98:03:53.38 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 3 & 33 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
NBI Text
03983 Vault Link
http://plansrv1/bridgemaintvault/b03983 GIS FO/SD
Meets Standards H Inv. Method
15 Latitude DD
35.85588333 Longitude DD
-98.06482778 ODOT County Number
37 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
4109 x
-10916526.6931997 y
4280809.21727061 |
|||||||||||||||||||||||||||||||||||||
| 03982 | 3906 0602 X | 3982 | — | S.H. 2 | CREEK | 3906 0602 X | (5) 10ft. X 5ft. X 38ft. LONG RCB | 1933 | 34.74980556 | -95.283225 | 56.001 | 0 | — | 5 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 79.2 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1700 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4108 BRKEY
3982 NBI No.
3982 On Under
1 Structure No.
3906 0602 X Control No.
006 Lane Ind.
Milepoint
06020 Facility Carried
S.H. 2 Feature Intersected
CREEK Division
02 County
077 Location
6.02 N PUSHMATAHA C/L Sufficiency
79.2 Kind Hwy
3 Level Service
1 Route No.
00002 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
36.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1933 ADT Total
1700 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
5 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
3 Appr. Roadway Width
25 Span Type Main
M Material
1 - Concrete Design
19 Length
56.001 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
107.4 HS Inv. Rating Method
1 HS Inv. Method
64.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2720 Future ADT Year
2042 Bypass Detour
99.897848 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
03982 ODOT County
39 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
(5) 10ft. X 5ft. X 38ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3906 0602 X H Index
99.439 Latitude
34:44:59.3 Longitude
-95:16:59.61 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 2 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
017 NBI Text
03982 Vault Link
http://plansrv1/bridgemaintvault/b03982 GIS FO/SD
Meets Standards H Inv. Method
36.1 Latitude DD
34.74980556 Longitude DD
-95.283225 ODOT County Number
39 Maint. Dist.
2 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4108 x
-10606880.0881409 y
4129932.4856745 |
|||||||||||||||||||||||||||||||||||||
| 03981 | 7114 0422 X | 3981 | — | S.H. 5 | CREEK | 7114 0422 X | 5-10ft.x4ft.x55ft. RDY. R.C.B. | 1933 | 34.39195556 | -98.94281667 | 55.118 | 57.001 | — | 5 | 0 | 2 | 55 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 99.1 | 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 | 1100 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4107 BRKEY
3981 NBI No.
3981 On Under
1 Structure No.
7114 0422 X Control No.
014 Lane Ind.
Milepoint
04220 Facility Carried
S.H. 5 Feature Intersected
CREEK Division
05 County
141 Location
4.3 MI E JCT U.S. 183 Sufficiency
99.1 Kind Hwy
3 Level Service
1 Route No.
00005 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
55 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1933 ADT Total
1100 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
5 Road Width
55 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
55.118 Deck Width
57.001 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
56.5 HS Inv. Rating Method
1 HS Inv. Method
33.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1760 Future ADT Year
2042 Bypass Detour
3.106856 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
03981 ODOT County
71 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
5-10ft.x4ft.x55ft. RDY. R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7114 0422 X H Index
96.04 Latitude
34:23:31.04 Longitude
-98:56:34.14 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 5 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03981 Vault Link
http://plansrv1/bridgemaintvault/b03981 GIS FO/SD
Meets Standards H Inv. Method
20.1 Latitude DD
34.39195556 Longitude DD
-98.94281667 ODOT County Number
71 Maint. Dist.
5 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4107 x
-11014263.9693566 y
4081554.29347301 |
|||||||||||||||||||||||||||||||||||||
| 03980 | 5734 0151 X | 3980 | — | S.H. 99 | CEDAR CREEK | 5734 0151 X | 5-10ft. X 10ft. X 47ft. R. | 1933 | 36.75894444 | -96.28765556 | 56.102 | 0 | — | 5 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 96.1 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 500 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4106 BRKEY
3980 NBI No.
3980 On Under
1 Structure No.
5734 0151 X Control No.
034 Lane Ind.
Milepoint
01510 Facility Carried
S.H. 99 Feature Intersected
CEDAR CREEK Division
08 County
113 Location
1.0 MI. N. JCT. US60 Sufficiency
96.1 Kind Hwy
3 Level Service
1 Route No.
00099 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
23.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1933 ADT Total
500 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
5 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
5 Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
56.102 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
77.9 HS Inv. Rating Method
1 HS Inv. Method
46.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
800 Future ADT Year
2042 Bypass Detour
22.990734 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
03980 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
5-10ft. X 10ft. X 47ft. R. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5734 0151 X H Index
67 Latitude
36:45:32.2 Longitude
-96:17:15.56 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 99 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03980 Vault Link
http://plansrv1/bridgemaintvault/b03980 GIS FO/SD
Meets Standards H Inv. Method
28 Latitude DD
36.75894444 Longitude DD
-96.28765556 ODOT County Number
57 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4106 x
-10718692.7866173 y
4405559.80197964 |
|||||||||||||||||||||||||||||||||||||
| 04350 | 3916 0682 X | 4350 | — | S.H. 1 | CREEK | 3916 0682 X | (3) 8ft. X 3ft. X 38ft. LONG RCB | 1935 | 34.73130278 | -95.1643 | 27.001 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 95.8 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2300 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4104 BRKEY
4350 NBI No.
4350 On Under
1 Structure No.
3916 0682 X Control No.
016 Lane Ind.
Milepoint
06820 Facility Carried
S.H. 1 Feature Intersected
CREEK Division
02 County
077 Location
6.4 E JCT SH-2 Sufficiency
95.8 Kind Hwy
3 Level Service
1 Route No.
00001 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
36.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1935 ADT Total
2300 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
3 Appr. Roadway Width
30 Span Type Main
M Material
1 - Concrete Design
19 Length
27.001 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
123.2 HS Inv. Rating Method
1 HS Inv. Method
73.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3680 Future ADT Year
2042 Bypass Detour
6.835083 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
04350 ODOT County
39 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(3) 8ft. X 3ft. X 38ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3916 0682 X H Index
100 Latitude
34:43:52.69 Longitude
-95:09:51.48 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 1 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
049 NBI Text
04350 Vault Link
http://plansrv1/bridgemaintvault/b04350 GIS FO/SD
Meets Standards H Inv. Method
43.2 Latitude DD
34.73130278 Longitude DD
-95.1643 ODOT County Number
39 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
4104 x
-10593641.4176983 y
4127425.95341702 |
|||||||||||||||||||||||||||||||||||||
| 04349 | 2320 0555 X | 4349 | — | S.H. 15 | CREEK | 2320 0555 X | 2-10ft.X10ft.X40.4ft. RCB | 1935 | 36.30216389 | -99.79658056 | 21.001 | 93 | — | 2 | 0 | 2 | 91 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 92.9 | 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) | B | 2100 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4103 BRKEY
4349 NBI No.
4349 On Under
1 Structure No.
2320 0555 X Control No.
020 Lane Ind.
Milepoint
05550 Facility Carried
S.H. 15 Feature Intersected
CREEK Division
06 County
045 Location
5.4 MI NE US283 Sufficiency
92.9 Kind Hwy
3 Level Service
1 Route No.
00015 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
91 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1935 ADT Total
2100 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
91 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
21.001 Deck Width
93 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 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
3360 Future ADT Year
2042 Bypass Detour
26 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
04349 ODOT County
23 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X10ft.X40.4ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2320 0555 X H Index
98.9354 Latitude
36:18:07.79 Longitude
-99:47:47.69 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 15 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
04349 Vault Link
http://plansrv1/bridgemaintvault/b04349 GIS FO/SD
Meets Standards H Inv. Method
27.9 Latitude DD
36.30216389 Longitude DD
-99.79658056 ODOT County Number
23 Maint. Dist.
6 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
4103 x
-11109304.5308491 y
4342278.70894583 |
|||||||||||||||||||||||||||||||||||||
| 04348 | 2320 0451 X | 4348 | — | S.H. 15 | CREEK | 2320 0451 X | 2-10ft.X5ft.X83ft. RCB | 1935 | 36.29743333 | -99.81431667 | 21.001 | 83 | — | 2 | 0 | 2 | 81 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 96.1 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 2000 | 2022 | 2 | Unmatched |
|
Raw data
OBJECTID
4102 BRKEY
4348 NBI No.
4348 On Under
1 Structure No.
2320 0451 X Control No.
020 Lane Ind.
Milepoint
04510 Facility Carried
S.H. 15 Feature Intersected
CREEK Division
06 County
045 Location
4.4 MI NE US283 Sufficiency
96.1 Kind Hwy
3 Level Service
1 Route No.
00015 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
81 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1935 ADT Total
2000 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
81 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
21.001 Deck Width
83 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
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
60.5 HS Inv. Rating Method
1 HS Inv. Method
36.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3200 Future ADT Year
2042 Bypass Detour
26 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
04348 ODOT County
23 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X5ft.X83ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2320 0451 X H Index
72.3927 Latitude
36:17:50.76 Longitude
-99:48:51.54 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 15 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
2 Local Bridge ID
-1 NBI Text
04348 Vault Link
http://plansrv1/bridgemaintvault/b04348 GIS FO/SD
Meets Standards H Inv. Method
20.2 Latitude DD
36.29743333 Longitude DD
-99.81431667 ODOT County Number
23 Maint. Dist.
6 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
4102 x
-11111278.905583 y
4341625.29823596 |
|||||||||||||||||||||||||||||||||||||
| 04347 | 0104 0450 X | 4347 | — | U.S. 59 | REESE CREEK | 0104 0450 X | 2-10ft.X 5ft.X 36ft. R.C.BOX | 1935 | 35.89206111 | -94.63805833 | 22.966 | 36.001 | — | 2 | 0 | 2 | 34.029 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 85.6 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 4500 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4101 BRKEY
4347 NBI No.
4347 On Under
1 Structure No.
0104 0450 X Control No.
004 Lane Ind.
Milepoint
04500 Facility Carried
U.S. 59 Feature Intersected
REESE CREEK Division
01 County
001 Location
4.5 MI.N.JCT.SH 51 Sufficiency
85.6 Kind Hwy
2 Level Service
1 Route No.
00059 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
34.029 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
1935 ADT Total
4500 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
34.029 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
33.999 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
36.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
N TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
6 Structure Rating
6 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60.5 HS Inv. Rating Method
1 HS Inv. Method
36.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
7200 Future ADT Year
2042 Bypass Detour
32.932673 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
04347 ODOT County
01 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 5ft.X 36ft. R.C.BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0104 0450 X H Index
89.0001 Latitude
35:53:31.42 Longitude
-94:38:17.01 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 59 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
04347 NBI Text
04347 Vault Link
http://plansrv1/bridgemaintvault/b04347 GIS FO/SD
Meets Standards H Inv. Method
20.2 Latitude DD
35.89206111 Longitude DD
-94.63805833 ODOT County Number
1 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
4101 x
-10535060.4629597 y
4285779.2935131 |
|||||||||||||||||||||||||||||||||||||
| 04346 | 0102 0365 X | 4346 | — | U.S. 59 | YELLOW SPRING CREEK | 0102 0365 X | 2-10'X 8'X 57' R.C.B. | 1935 | 35.68667778 | -94.67207778 | 22.966 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 88.7 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 1900 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4100 BRKEY
4346 NBI No.
4346 On Under
1 Structure No.
0102 0365 X Control No.
002 Lane Ind.
Milepoint
03650 Facility Carried
U.S. 59 Feature Intersected
YELLOW SPRING CREEK Division
01 County
001 Location
3.6 MI.N.SEQUOYAH CO Sufficiency
88.7 Kind Hwy
2 Level Service
1 Route No.
00059 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
32.031 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1935 ADT Total
1900 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
10 Appr. Roadway Width
32.001 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
N TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
70.9 HS Inv. Rating Method
1 HS Inv. Method
42.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3040 Future ADT Year
2042 Bypass Detour
60.273005 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
04346 ODOT County
01 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10'X 8'X 57' R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0102 0365 X H Index
93.8531 Latitude
35:41:12.04 Longitude
-94:40:19.48 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 59 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
04346 NBI Text
04346 Vault Link
http://plansrv1/bridgemaintvault/b04346 GIS FO/SD
Meets Standards H Inv. Method
31.9 Latitude DD
35.68667778 Longitude DD
-94.67207778 ODOT County Number
1 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
4100 x
-10538847.4908108 y
4257593.92323469 |
|||||||||||||||||||||||||||||||||||||
| 04345 | 1310R0283 X | 4345 | — | U.S. 287 | CREEK | 1310 0283 X | 3-12ft.X 6ft.X 99ft. R.C.BOX | 2010 | 36.759206 | -102.517778 | 32 | 99 | — | 3 | 0 | 2 | 97 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 80 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 2000 | 2017 | 5 | Unmatched |
|
Raw data
OBJECTID
4099 BRKEY
4345 NBI No.
4345 On Under
1 Structure No.
1310R0283 X Control No.
010 Lane Ind.
Milepoint
02830 Facility Carried
U.S. 287 Feature Intersected
CREEK Division
06 County
025 Location
4.12 MI. N. JCT. US64 Sufficiency
80 Kind Hwy
2 Level Service
1 Route No.
00287 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
97 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
2010 ADT Total
2000 ADT Year
2017 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
97 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
3 Appr. Roadway Width
43.999 Span Type Main
M Material
1 - Concrete Design
19 Length
32 Deck Width
99 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
8 Structure Rating
8 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
123.2 HS Inv. Rating Method
1 HS Inv. Method
73.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3200 Future ADT Year
2037 Bypass Detour
99.897848 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
04345 ODOT County
13 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
3-12ft.X 6ft.X 99ft. R.C.BOX Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1310 0283 X H Index
94.2029 Latitude
36:45:33.14 Longitude
-102:31:04 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 287 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
04345 Vault Link
http://plansrv1/bridgemaintvault/b04345 GIS FO/SD
Meets Standards H Inv. Method
43.2 Latitude DD
36.759206 Longitude DD
-102.517778 ODOT County Number
13 Maint. Dist.
6 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
4099 x
-11412226.8442179 y
4405596.14523339 |
|||||||||||||||||||||||||||||||||||||
| 04158 | 0104 0354 X | 4158 | — | U.S. 59 | UNNAMED CREEK | 0104 0354 X | 3-10ft.X 6ft.X 56ft. R.C.BOX | 1934 | 35.87865556 | -94.64086111 | 34.121 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 74.1 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Fair (5) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 4500 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4092 BRKEY
4158 NBI No.
4158 On Under
1 Structure No.
0104 0354 X Control No.
004 Lane Ind.
Milepoint
03540 Facility Carried
U.S. 59 Feature Intersected
UNNAMED CREEK Division
01 County
001 Location
3.5 MI.N.JCT.SH 51 Sufficiency
74.1 Kind Hwy
2 Level Service
1 Route No.
00059 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
34.029 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1934 ADT Total
4500 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
6 Appr. Roadway Width
33.999 Span Type Main
M Material
1 - Concrete Design
19 Length
34.121 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
N 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
217.8 HS Inv. Rating Method
1 HS Inv. Method
130.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
7200 Future ADT Year
2042 Bypass Detour
32.932673 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
04158 ODOT County
01 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X 6ft.X 56ft. R.C.BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0104 0354 X H Index
97.69 Latitude
35:52:43.16 Longitude
-94:38:27.1 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 59 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
04158 NBI Text
04158 Vault Link
http://plansrv1/bridgemaintvault/b04158 GIS FO/SD
Meets Standards H Inv. Method
74.8 Latitude DD
35.87865556 Longitude DD
-94.64086111 ODOT County Number
1 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
4092 x
-10535372.4670021 y
4283937.38443001 |
|||||||||||||||||||||||||||||||||||||
| 04157 | 3916 0151 X | 4157 | — | S.H. 1 | CREEK | 3916 0151 X | (3) 10ft. X 6ft. X 43ft. LONG RCB | 1934 | 34.73125278 | -95.25359722 | 33.999 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 96.2 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2100 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4091 BRKEY
4157 NBI No.
4157 On Under
1 Structure No.
3916 0151 X Control No.
016 Lane Ind.
Milepoint
01510 Facility Carried
S.H. 1 Feature Intersected
CREEK Division
02 County
077 Location
1.51 E JCT SH-2 Sufficiency
96.2 Kind Hwy
3 Level Service
1 Route No.
00001 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
41.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1934 ADT Total
2100 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
3 Appr. Roadway Width
26.001 Span Type Main
M Material
1 - Concrete Design
19 Length
33.999 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
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
3360 Future ADT Year
2042 Bypass Detour
4.97097 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
04157 ODOT County
39 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(3) 10ft. X 6ft. X 43ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3916 0151 X H Index
91.0464 Latitude
34:43:52.51 Longitude
-95:15:12.95 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 1 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
042 NBI Text
04157 Vault Link
http://plansrv1/bridgemaintvault/b04157 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
34.73125278 Longitude DD
-95.25359722 ODOT County Number
39 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
4091 x
-10603581.938758 y
4127419.18078373 |
|||||||||||||||||||||||||||||||||||||
| 04440 | 2312 1671 X | 4440 | — | U.S. 283 | CREEK | 2312 1671 X | 3-10ft.X8ft.X39.4ft. RCB | 1935 | 36.38008889 | -99.88319167 | 32.001 | 39.4 | — | 3 | 0 | 2 | 37.402 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 80.9 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Fair (5) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 970 | 2022 | 2 | Unmatched |
|
Raw data
OBJECTID
4086 BRKEY
4440 NBI No.
4440 On Under
1 Structure No.
2312 1671 X Control No.
012 Lane Ind.
Milepoint
16710 Facility Carried
U.S. 283 Feature Intersected
CREEK Division
06 County
045 Location
16.7 MI N US60 Sufficiency
80.9 Kind Hwy
2 Level Service
1 Route No.
00283 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.402 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1935 ADT Total
970 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
37.402 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
24.009 Span Type Main
M Material
1 - Concrete Design
19 Length
32.001 Deck Width
39.4 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
5 Structure Rating
5 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
57.3 HS Inv. Rating Method
1 HS Inv. Method
34.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1552 Future ADT Year
2042 Bypass Detour
51.000001 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
04440 ODOT County
23 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X8ft.X39.4ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2312 1671 X H Index
76.5208 Latitude
36:22:48.32 Longitude
-99:52:59.49 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 283 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
2 Local Bridge ID
-1 NBI Text
04440 Vault Link
http://plansrv1/bridgemaintvault/b04440 GIS FO/SD
Meets Standards H Inv. Method
19.1 Latitude DD
36.38008889 Longitude DD
-99.88319167 ODOT County Number
23 Maint. Dist.
6 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4086 x
-11118946.0355113 y
4353047.84485242 |
|||||||||||||||||||||||||||||||||||||
| 04439 | 1310 1693 X | 4439 | — | U.S. 287 | CREEK | 1310 1565 X | 3-8ft. CONC SLAB SPANS | 1935 | 36.95412222 | -102.52277778 | 27.887 | 58.599 | — | 3 | 0 | 2 | 56.6 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 77 | Satisfactory (6) | Satisfactory (6) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 2000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
4085 BRKEY
4439 NBI No.
4439 On Under
1 Structure No.
1310 1693 X Control No.
010 Lane Ind.
Milepoint
15650 Facility Carried
U.S. 287 Feature Intersected
CREEK Division
06 County
025 Location
16.93 MI. N. JCT. US64 Sufficiency
77 Kind Hwy
2 Level Service
1 Route No.
00287 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
56.6 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
1935 ADT Total
2000 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
56.6 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
43.999 Span Type Main
M Material
1 - Concrete Design
01 Length
27.887 Deck Width
58.599 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
7 Sub Rating
6 Chan. Rating
7 Culv. Rating
N Structure Rating
6 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
64 HS Inv. Rating Method
1 HS Inv. Method
38 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3200 Future ADT Year
2042 Bypass Detour
99.897848 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
04439 ODOT County
13 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-8ft. CONC SLAB SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1310 1565 X H Index
92.1035 Latitude
36:57:14.84 Longitude
-102:31:22 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 287 Scour
7 Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
04439 Vault Link
http://plansrv1/bridgemaintvault/b04439 GIS FO/SD
Meets Standards H Inv. Method
21 Latitude DD
36.95412222 Longitude DD
-102.52277778 ODOT County Number
13 Maint. Dist.
6 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
4085 x
-11412783.4171815 y
4432713.94415879 |
|||||||||||||||||||||||||||||||||||||
| 04438 | 1310 1629 X | 4438 | — | U.S. 287 | CREEK | 1310 1500 X | 3-8ft. CONC SLAB SPANS | 1935 | 36.94478056 | -102.52230833 | 27.887 | 57.999 | — | 3 | 0 | 2 | 56 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 77 | Satisfactory (6) | Satisfactory (6) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 2000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
4084 BRKEY
4438 NBI No.
4438 On Under
1 Structure No.
1310 1629 X Control No.
010 Lane Ind.
Milepoint
15000 Facility Carried
U.S. 287 Feature Intersected
CREEK Division
06 County
025 Location
16.29 MI. N. JCT. US64 Sufficiency
77 Kind Hwy
2 Level Service
1 Route No.
00287 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
56 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
1935 ADT Total
2000 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
56 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
43.999 Span Type Main
M Material
1 - Concrete Design
01 Length
27.887 Deck Width
57.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
7 Sub Rating
6 Chan. Rating
7 Culv. Rating
N Structure Rating
6 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
59 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3200 Future ADT Year
2042 Bypass Detour
99.897848 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
04438 ODOT County
13 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-8ft. CONC SLAB SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1310 1500 X H Index
94.1461 Latitude
36:56:41.21 Longitude
-102:31:20.31 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 287 Scour
7 Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
04438 Vault Link
http://plansrv1/bridgemaintvault/b04438 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
36.94478056 Longitude DD
-102.52230833 ODOT County Number
13 Maint. Dist.
6 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
4084 x
-11412731.1582466 y
4431412.70180226 |
|||||||||||||||||||||||||||||||||||||
| 04437 | 2320 1146 X | 4437 | — | S.H. 15 | CREEK | 2320 1146 X | 3-10ft.X5ft.X40.4ft. RCB W/ 4ft. DROP AT N. END | 1935 | 36.33337222 | -99.70225833 | 32.001 | 59 | — | 3 | 0 | 2 | 56.9 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 91.5 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 2300 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4083 BRKEY
4437 NBI No.
4437 On Under
1 Structure No.
2320 1146 X Control No.
020 Lane Ind.
Milepoint
11460 Facility Carried
S.H. 15 Feature Intersected
CREEK Division
06 County
045 Location
11.5 MI NE US283 Sufficiency
91.5 Kind Hwy
3 Level Service
1 Route No.
00015 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
56.9 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1935 ADT Total
2300 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
56.9 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
32.001 Deck Width
59 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
57.3 HS Inv. Rating Method
1 HS Inv. Method
34.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3680 Future ADT Year
2042 Bypass Detour
44.999999 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
04437 ODOT County
23 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X5ft.X40.4ft. RCB W/ 4ft. DROP AT N. END Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2320 1146 X H Index
84.7567 Latitude
36:20:00.14 Longitude
-99:42:08.13 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 15 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
NBI Text
04437 Vault Link
http://plansrv1/bridgemaintvault/b04437 GIS FO/SD
Meets Standards H Inv. Method
19.2 Latitude DD
36.33337222 Longitude DD
-99.70225833 ODOT County Number
23 Maint. Dist.
6 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
4083 x
-11098804.628235 y
4346590.36708426 |
|||||||||||||||||||||||||||||||||||||
| 04436 | 7114R1130 X | 4436 | — | S.H. 5 | CREEK | 7114R1130 X | 3-10ft.X 10ft.X 43ft. R.C.BOX | 1935 | 34.39193056 | -98.82373333 | 34.121 | 45 | — | 3 | 0 | 2 | 42.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 78.5 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Fair (5) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1260 | 1999 | 4 | Unmatched |
|
Raw data
OBJECTID
4082 BRKEY
4436 NBI No.
4436 On Under
1 Structure No.
7114R1130 X Control No.
014 Lane Ind.
Milepoint
11300 Facility Carried
S.H. 5 Feature Intersected
CREEK Division
05 County
141 Location
11.3 MI E JCT US 183 Sufficiency
78.5 Kind Hwy
3 Level Service
1 Route No.
00005 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
42.999 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
1935 ADT Total
1260 ADT Year
1999 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
42.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
2 Fill RCB
04 Appr. Roadway Width
32.001 Span Type Main
M Material
1 - Concrete Design
19 Length
34.121 Deck Width
45 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
9 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
5 Structure Rating
5 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
0 HS Operating Rating Method
2 HS Operating Rating
48.612 HS Inv. Rating Method
2 HS Inv. Method
48.612 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
1000 Future ADT Year
2017 Bypass Detour
29.825817 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
04436 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
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X 10ft.X 43ft. R.C.BOX Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
7114R1130 X H Index
100 Latitude
34:23:30.95 Longitude
-98:49:25.44 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
S.H. 5 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
UC2-3-98 NBI Text
04436 Vault Link
http://plansrv1/bridgemaintvault/b04436 GIS FO/SD
Meets Standards H Inv. Method
35.715 Latitude DD
34.39193056 Longitude DD
-98.82373333 ODOT County Number
71 Maint. Dist.
5 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4082 x
-11001007.6725859 y
4081550.92094382 |
|||||||||||||||||||||||||||||||||||||
| 04435 | 3916 1125 X | 4435 | — | S.H. 1 | CREEK | 3916 1125 X | 3-10ft.X 5ft.X 36ft. R.C.B | 1935 | 34.75077222 | -95.08534722 | 33.999 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 88.5 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2300 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4081 BRKEY
4435 NBI No.
4435 On Under
1 Structure No.
3916 1125 X Control No.
016 Lane Ind.
Milepoint
11250 Facility Carried
S.H. 1 Feature Intersected
CREEK Division
02 County
077 Location
11.25 E JCT SH-2 Sufficiency
88.5 Kind Hwy
3 Level Service
1 Route No.
00001 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
36.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1935 ADT Total
2300 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
30 Span Type Main
M Material
1 - Concrete Design
19 Length
33.999 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
57.3 HS Inv. Rating Method
1 HS Inv. Method
34.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3680 Future ADT Year
2042 Bypass Detour
44.999885 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
04435 ODOT County
39 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
1.001 Rt. Curb SW
1.001 Description
3-10ft.X 5ft.X 36ft. R.C.B Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3916 1125 X H Index
100 Latitude
34:45:02.78 Longitude
-95:05:07.25 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 1 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
052 NBI Text
04435 Vault Link
http://plansrv1/bridgemaintvault/b04435 GIS FO/SD
Meets Standards H Inv. Method
19.2 Latitude DD
34.75077222 Longitude DD
-95.08534722 ODOT County Number
39 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
4081 x
-10584852.434432 y
4130063.4524808 |
|||||||||||||||||||||||||||||||||||||
| 04344 | 4502 0261 X | 4344 | — | U.S. 70 | CREEK | 4502 0261 X | (2) 10ft. X 3ft. X 43.4ft. LONG RCB | 1935 | 34.00538889 | -95.11495 | 22.999 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 96 | 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 | 4300 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4080 BRKEY
4344 NBI No.
4344 On Under
1 Structure No.
4502 0261 X Control No.
002 Lane Ind.
Milepoint
02610 Facility Carried
U.S. 70 Feature Intersected
CREEK Division
02 County
089 Location
2.6 E CHOCTAW C/L Sufficiency
96 Kind Hwy
2 Level Service
1 Route No.
00070 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
36.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1935 ADT Total
4300 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
3 Appr. Roadway Width
36.001 Span Type Main
M Material
1 - Concrete Design
19 Length
22.999 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
112.7 HS Inv. Rating Method
1 HS Inv. Method
67.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6880 Future ADT Year
2042 Bypass Detour
3.106856 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
04344 ODOT County
45 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(2) 10ft. X 3ft. X 43.4ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4502 0261 X H Index
100 Latitude
34:00:19.4 Longitude
-95:06:53.82 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 70 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
02 NBI Text
04344 Vault Link
http://plansrv1/bridgemaintvault/b04344 GIS FO/SD
Meets Standards H Inv. Method
37.5 Latitude DD
34.00538889 Longitude DD
-95.11495 ODOT County Number
45 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
4080 x
-10588147.8008277 y
4029525.64535361 |
|||||||||||||||||||||||||||||||||||||
| 04343 | 4804 0219 X | 4343 | — | U.S. 70 | CREEK | 4804 0219 X | (2) 10ft. X 5ft. X 47ft. RCB SK 30° | 1935 | 34.06268056 | -96.75745833 | 26.601 | 0 | — | 2 | 30 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 88.6 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 6200 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4079 BRKEY
4343 NBI No.
4343 On Under
1 Structure No.
4804 0219 X Control No.
004 Lane Ind.
Milepoint
02190 Facility Carried
U.S. 70 Feature Intersected
CREEK Division
02 County
095 Location
2.19 SE JCT SH-99 EAST Sufficiency
88.6 Kind Hwy
2 Level Service
1 Route No.
00070 Service Type On
1 Service Type Off
5 Vertical Clearance
Y Horizontal Clearance
45 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
1935 ADT Total
6200 ADT Year
2022 Design Load
H 20 Skew
30 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
37.999 Span Type Main
M Material
1 - Concrete Design
19 Length
26.601 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
47 HS Inv. Rating Method
1 HS Inv. Method
46.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
9920 Future ADT Year
2042 Bypass Detour
18.019764 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
04343 ODOT County
48 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(2) 10ft. X 5ft. X 47ft. RCB SK 30° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4804 0219 X H Index
99.1239 Latitude
34:03:45.65 Longitude
-96:45:26.85 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 70 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
05 NBI Text
04343 Vault Link
http://plansrv1/bridgemaintvault/b04343 GIS FO/SD
Meets Standards H Inv. Method
26.2 Latitude DD
34.06268056 Longitude DD
-96.75745833 ODOT County Number
48 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
4079 x
-10770990.991747 y
4037221.60238499 |
|||||||||||||||||||||||||||||||||||||
| 04342 | 1026R0147 X | 4342 | — | S.H. 76 | CREEK | 1026R0147 X | 2-10ft.X 6ft.X 37ft. R.C.BOX | 1935 | 34.36833333 | -97.49166667 | 22.966 | 38.999 | — | 2 | 0 | 2 | 37.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 83 | 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 | 3000 | 2002 | 4 | Unmatched |
|
Raw data
OBJECTID
4078 BRKEY
4342 NBI No.
4342 On Under
1 Structure No.
1026R0147 X Control No.
026 Lane Ind.
Milepoint
01470 Facility Carried
S.H. 76 Feature Intersected
CREEK Division
07 County
019 Location
1.5 MI N JCT SH 53E Sufficiency
83 Kind Hwy
3 Level Service
1 Route No.
00076 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.001 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
1935 ADT Total
3000 ADT Year
2002 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
37.001 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
2 Fill RCB
02 Appr. Roadway Width
32.001 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
38.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
7 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
4 Culv. Rating
7 Structure Rating
7 Deck Geometry
5 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
4800 Future ADT Year
2022 Bypass Detour
54.680665 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
04342 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
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 6ft.X 37ft. R.C.BOX Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1026R0147 X H Index
100 Latitude
34:22:06 Longitude
-97:29:30 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
S.H. 76 Scour
3 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
62 NBI Text
04342 Vault Link
http://plansrv1/bridgemaintvault/b04342 GIS FO/SD
Meets Standards H Inv. Method
0 Latitude DD
34.36833333 Longitude DD
-97.49166667 ODOT County Number
10 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
4078 x
-10852722.690292 y
4078368.07606602 |
|||||||||||||||||||||||||||||||||||||
| 04341 | 1306 0077 X | 4341 | — | U.S. 287 | CREEK | 1306 0077 X | 2-10ft.X4ft.X105.4ft. RCB | 1935 | 36.50849722 | -102.25366389 | 20.997 | 105.4 | — | 2 | 0 | 3 | 103.4 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 93.7 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 2300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
4077 BRKEY
4341 NBI No.
4341 On Under
1 Structure No.
1306 0077 X Control No.
006 Lane Ind.
Milepoint
00770 Facility Carried
U.S. 287 Feature Intersected
CREEK Division
06 County
025 Location
0.8 MI. N. TEXAS SL Sufficiency
93.7 Kind Hwy
2 Level Service
1 Route No.
00287 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
99.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1935 ADT Total
2300 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
103.4 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
3 Fill RCB
FG Appr. Roadway Width
51.001 Span Type Main
M Material
1 - Concrete Design
19 Length
20.997 Deck Width
105.4 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
8 Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
51.4 HS Inv. Rating Method
1 HS Inv. Method
30.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3680 Future ADT Year
2042 Bypass Detour
18.019764 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
04341 ODOT County
13 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X4ft.X105.4ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1306 0077 X H Index
98.2797 Latitude
36:30:30.59 Longitude
-102:15:13.19 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 287 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
04341 Vault Link
http://plansrv1/bridgemaintvault/b04341 GIS FO/SD
Meets Standards H Inv. Method
17.1 Latitude DD
36.50849722 Longitude DD
-102.25366389 ODOT County Number
13 Maint. Dist.
6 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
4077 x
-11382825.7959813 y
4370817.28497226 |
|||||||||||||||||||||||||||||||||||||
| 04434 | 1310 1080 X | 4434 | — | U.S. 287 | CREEK | 1310 1080 X | 3-8ft. CONC SLAB SPANS | 1935 | 36.88392778 | -102.51729167 | 27.887 | 86 | — | 3 | 0 | 2 | 84 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 80 | Very good (8) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 2200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
4062 BRKEY
4434 NBI No.
4434 On Under
1 Structure No.
1310 1080 X Control No.
010 Lane Ind.
Milepoint
10800 Facility Carried
U.S. 287 Feature Intersected
CREEK Division
06 County
025 Location
12.07 MI. N. JCT. US64 Sufficiency
80 Kind Hwy
2 Level Service
1 Route No.
00287 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
53.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1935 ADT Total
2200 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
84 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
44 Span Type Main
M Material
1 - Concrete Design
01 Length
27.887 Deck Width
86 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
8 Super Rating
8 Sub Rating
8 Chan. Rating
7 Culv. Rating
N Structure Rating
8 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
106.6 HS Inv. Rating Method
1 HS Inv. Method
64 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3520 Future ADT Year
2042 Bypass Detour
99.897848 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
04434 ODOT County
13 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-8ft. CONC SLAB SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1310 1080 X H Index
94.1136 Latitude
36:53:02.14 Longitude
-102:31:02.25 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 287 Scour
8 Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
04434 Vault Link
http://plansrv1/bridgemaintvault/b04434 GIS FO/SD
Meets Standards H Inv. Method
35.6 Latitude DD
36.88392778 Longitude DD
-102.51729167 ODOT County Number
13 Maint. Dist.
6 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
4062 x
-11412172.7062099 y
4422940.14232648 |
|||||||||||||||||||||||||||||||||||||
| 04433 | 0102 1071 X | 4433 | — | U.S. 59 | N. BRANCH SALLISAW CREEK | 0102 1071 X | 3-10'X 6'X 39' R.C.B. | 1935 | 35.77930556 | -94.62583889 | 34.121 | 39.029 | — | 3 | 0 | 2 | 32.031 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 81.8 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 4400 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4061 BRKEY
4433 NBI No.
4433 On Under
1 Structure No.
0102 1071 X Control No.
002 Lane Ind.
Milepoint
10710 Facility Carried
U.S. 59 Feature Intersected
N. BRANCH SALLISAW CREEK Division
01 County
001 Location
10.6 MI.N.SEQUOYAH CL Sufficiency
81.8 Kind Hwy
2 Level Service
1 Route No.
00059 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
32.031 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1935 ADT Total
4400 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
32.031 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
32.001 Span Type Main
M Material
1 - Concrete Design
19 Length
34.121 Deck Width
39.029 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
6 Structure Rating
6 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
57.2 HS Inv. Rating Method
1 HS Inv. Method
34.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
7040 Future ADT Year
2042 Bypass Detour
60.273005 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
04433 ODOT County
01 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
3-10'X 6'X 39' R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0102 1071 X H Index
97.03 Latitude
35:46:45.5 Longitude
-94:37:33.02 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 59 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
04433 NBI Text
04433 Vault Link
http://plansrv1/bridgemaintvault/b04433 GIS FO/SD
Meets Standards H Inv. Method
19.2 Latitude DD
35.77930556 Longitude DD
-94.62583889 ODOT County Number
1 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
4061 x
-10533700.2011211 y
4270296.49527015 |
|||||||||||||||||||||||||||||||||||||
| 04432 | 0102 1029 X | 4432 | — | U.S. 59 | S.BRANCH SALLISAW CREEK | 0102 1029 X | 3-10'X 6'X 43' R.C.B. | 1935 | 35.77309167 | -94.62580833 | 34.121 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 82.3 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 4400 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4060 BRKEY
4432 NBI No.
4432 On Under
1 Structure No.
0102 1029 X Control No.
002 Lane Ind.
Milepoint
10290 Facility Carried
U.S. 59 Feature Intersected
S.BRANCH SALLISAW CREEK Division
01 County
001 Location
10.2 MI.N.SEQUOYAH CL Sufficiency
82.3 Kind Hwy
2 Level Service
1 Route No.
00059 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
32.031 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1935 ADT Total
4400 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
4 Appr. Roadway Width
32.001 Span Type Main
M Material
1 - Concrete Design
19 Length
34.121 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
N TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
151.1 HS Inv. Rating Method
1 HS Inv. Method
90.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
7040 Future ADT Year
2042 Bypass Detour
60.273005 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
04432 ODOT County
01 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
3-10'X 6'X 43' R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0102 1029 X H Index
95.111 Latitude
35:46:23.13 Longitude
-94:37:32.91 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 59 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
04432 NBI Text
04432 Vault Link
http://plansrv1/bridgemaintvault/b04432 GIS FO/SD
Meets Standards H Inv. Method
50.7 Latitude DD
35.77309167 Longitude DD
-94.62580833 ODOT County Number
1 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
4060 x
-10533696.7991975 y
4269443.88671825 |
|||||||||||||||||||||||||||||||||||||
| 04431 | 2314 0961 X | 4431 | — | U.S. 283 | CREEK | 2314 0961 X | 3-10ft.X5ft.X184.3ft. RCB | 1935 | 36.57931389 | -99.89153611 | 37.001 | 0 | — | 3 | 30 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 81.1 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 750 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
4059 BRKEY
4431 NBI No.
4431 On Under
1 Structure No.
2314 0961 X Control No.
014 Lane Ind.
Milepoint
09610 Facility Carried
U.S. 283 Feature Intersected
CREEK Division
06 County
045 Location
9.6 MI N SH15 Sufficiency
81.1 Kind Hwy
2 Level Service
1 Route No.
00283 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
72 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1935 ADT Total
750 ADT Year
2022 Design Load
H 20 Skew
30 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
6 Appr. Roadway Width
72 Span Type Main
M Material
1 - Concrete Design
19 Length
37.001 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
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
193.6 HS Inv. Rating Method
1 HS Inv. Method
116.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1200 Future ADT Year
2042 Bypass Detour
51.000001 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
04431 ODOT County
23 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X5ft.X184.3ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2314 0961 X H Index
97.6023 Latitude
36:34:45.53 Longitude
-99:53:29.53 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 283 Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
04431 Vault Link
http://plansrv1/bridgemaintvault/b04431 GIS FO/SD
Meets Standards H Inv. Method
64.8 Latitude DD
36.57931389 Longitude DD
-99.89153611 ODOT County Number
23 Maint. Dist.
6 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4059 x
-11119874.9343231 y
4380629.66823037 |
|||||||||||||||||||||||||||||||||||||
| 04430 | 0102 0798 X | 4430 | — | U.S. 59 | HANGING DOG CREEK | 0102 0798 X | 3-10'X 5'X 37' R.C.B. | 1935 | 35.74290278 | -94.64243611 | 34.121 | 37.001 | — | 3 | 0 | 2 | 30 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 65.3 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 4400 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4058 BRKEY
4430 NBI No.
4430 On Under
1 Structure No.
0102 0798 X Control No.
002 Lane Ind.
Milepoint
07980 Facility Carried
U.S. 59 Feature Intersected
HANGING DOG CREEK Division
01 County
001 Location
7.9 MI.N.SEQUOYAH CO Sufficiency
65.3 Kind Hwy
2 Level Service
1 Route No.
00059 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
32.031 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1935 ADT Total
4400 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
32.001 Span Type Main
M Material
1 - Concrete Design
19 Length
34.121 Deck Width
37.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
N TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
61.1 HS Inv. Rating Method
1 HS Inv. Method
36.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
7040 Future ADT Year
2042 Bypass Detour
60.273005 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
04430 ODOT County
01 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
3-10'X 5'X 37' R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0102 0798 X H Index
96.37 Latitude
35:44:34.45 Longitude
-94:38:32.77 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 59 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
04430 NBI Text
04430 Vault Link
http://plansrv1/bridgemaintvault/b04430 GIS FO/SD
Meets Standards H Inv. Method
20.5 Latitude DD
35.74290278 Longitude DD
-94.64243611 ODOT County Number
1 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
4058 x
-10535547.7952001 y
4265302.61338641 |
|||||||||||||||||||||||||||||||||||||
| 04429 | 3902 0785 X | 4429 | — | U.S. 270 | CREEK | 3902 0785 X | 3-10ft.X 7ft.X 37ft. R.C.B | 1935 | 34.912831 | -95.390153 | 33.999 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 94.8 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 3700 | 2022 | 2 | Unmatched |
|
Raw data
OBJECTID
4057 BRKEY
4429 NBI No.
4429 On Under
1 Structure No.
3902 0785 X Control No.
002 Lane Ind.
Milepoint
07850 Facility Carried
U.S. 270 Feature Intersected
CREEK Division
02 County
077 Location
7.5E PITTSBURG C/L Sufficiency
94.8 Kind Hwy
2 Level Service
1 Route No.
00270 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1935 ADT Total
3700 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
32.001 Span Type Main
M Material
1 - Concrete Design
19 Length
33.999 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
57.2 HS Inv. Rating Method
1 HS Inv. Method
34.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5920 Future ADT Year
2042 Bypass Detour
6.213712 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
04429 ODOT County
39 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
1.001 Rt. Curb SW
1.001 Description
3-10ft.X 7ft.X 37ft. R.C.B Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3902 0785 X H Index
100 Latitude
34:54:46.19 Longitude
-95:23:24.55 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 270 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
2 Local Bridge ID
004 NBI Text
04429 Vault Link
http://plansrv1/bridgemaintvault/b04429 GIS FO/SD
Meets Standards H Inv. Method
19.2 Latitude DD
34.912831 Longitude DD
-95.390153 ODOT County Number
39 Maint. Dist.
2 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4057 x
-10618783.2586525 y
4152041.52575715 |
|||||||||||||||||||||||||||||||||||||
| 04242 | 7704R2032 X | 4242 | — | U.S. 183 | BEAVER RIVER | 7704R2032 X | 20-60ft. I-BM. SPANS | 1934 | 36.585 | -99.58833333 | 1201.115 | 26.001 | — | 20 | 0 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, posting would be required but bridge is exempt (D) | 4 | Critical (2) | Serious (3) | Serious (3) | Serious (3) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 1100 | 1999 | 4 | Unmatched |
|
Raw data
OBJECTID
4050 BRKEY
4242 NBI No.
4242 On Under
1 Structure No.
7704R2032 X Control No.
004 Lane Ind.
Milepoint
20320 Facility Carried
U.S. 183 Feature Intersected
BEAVER RIVER Division
06 County
153 Location
0.1 MI S HARPER CO Sufficiency
4 Kind Hwy
2 Level Service
1 Route No.
00183 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
23.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1934 ADT Total
1100 ADT Year
1999 Design Load
H 20 Skew
0 No. Main Spans
20 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
40 Span Type Main
M Material
3 - Steel Design
02 Length
1201.115 Deck Width
26.001 Bridge Open Closed
D TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
9 Deck Rating
3 Super Rating
3 Sub Rating
3 Chan. Rating
6 Culv. Rating
N Structure Rating
2 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
0 HS Inv. Rating Method
2 HS Inv. Method
0 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
1500 Future ADT Year
2017 Bypass Detour
44.738726 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
04242 ODOT County
77 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
20-60ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
7704R2032 X H Index
100 Latitude
36:35:06 Longitude
-99:35:18 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
U.S. 183 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
04242 Vault Link
http://plansrv1/bridgemaintvault/b04242 GIS FO/SD
SD H Inv. Method
0 Latitude DD
36.585 Longitude DD
-99.58833333 ODOT County Number
77 Maint. Dist.
6 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
4050 x
-11086122.5552464 y
4381417.92777803 |
|||||||||||||||||||||||||||||||||||||
| 04241 | 3712R0237 X | 4241 | — | S.H. 51 | CIMARRON RIVER | 3712R0237 X | 18-60ft. I-BM. SPANS | 1934 | 36.11952222 | -98.16898889 | 1081.037 | 23.999 | — | 18 | 0 | 2 | 22.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 2 | Critical (2) | Serious (3) | Poor (4) | Critical (2) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1170 | 2002 | 4 | Unmatched |
|
Raw data
OBJECTID
4049 BRKEY
4241 NBI No.
4241 On Under
1 Structure No.
3712R0237 X Control No.
012 Lane Ind.
Milepoint
02370 Facility Carried
S.H. 51 Feature Intersected
CIMARRON RIVER Division
04 County
073 Location
2.5 MI E BLAINE C/L Sufficiency
2 Kind Hwy
3 Level Service
1 Route No.
00051 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
22.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1934 ADT Total
1170 ADT Year
2002 Design Load
H 20 Skew
0 No. Main Spans
18 Road Width
22.001 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
32.001 Span Type Main
M Material
3 - Steel Design
02 Length
1081.037 Deck Width
23.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
5 Deck Rating
3 Super Rating
4 Sub Rating
2 Chan. Rating
4 Culv. Rating
N Structure Rating
2 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
45.856 HS Inv. Rating Method
1 HS Inv. Method
27.558 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1872 Future ADT Year
2022 Bypass Detour
52.19518 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
04241 ODOT County
37 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
18-60ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
3712R0237 X H Index
47.0422 Latitude
36:07:10.28 Longitude
-98:10:08.36 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 51 Scour
5 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
04241 Vault Link
http://plansrv1/bridgemaintvault/b04241 GIS FO/SD
SD H Inv. Method
18.629 Latitude DD
36.11952222 Longitude DD
-98.16898889 ODOT County Number
37 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
4049 x
-10928121.8549253 y
4317079.93265638 |
|||||||||||||||||||||||||||||||||||||
| 04240 | 2814R1020 X | 4240 | — | S.H. 34 | SALT FORK RED RIVER | 2814 1020 X | 8-100ft. PONY TRUSS & | 1934 | 34.85671667 | -99.51068333 | 939.301 | 25 | — | 8 | 0 | 2 | 23.999 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 55.2 | Fair (5) | Fair (5) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 600 | 2014 | 4 | Unmatched |
|
Raw data
OBJECTID
4048 BRKEY
4240 NBI No.
4240 On Under
1 Structure No.
2814R1020 X Control No.
014 Lane Ind.
Milepoint
10200 Facility Carried
S.H. 34 Feature Intersected
SALT FORK RED RIVER Division
05 County
055 Location
1.2 MI S JCT US 283 Sufficiency
55.2 Kind Hwy
3 Level Service
1 Route No.
00034 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
23.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1934 ADT Total
600 ADT Year
2014 Design Load
H 15 Skew
0 No. Main Spans
8 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
23.999 Span Type Main
M Material
3 - Steel Design
10 Length
939.301 Deck Width
25 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
5 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
37.5 HS Inv. Rating Method
1 HS Inv. Method
22.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
960 Future ADT Year
2034 Bypass Detour
39.146385 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
04240 ODOT County
28 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
8-100ft. PONY TRUSS & Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
2814 1020 X H Index
78.4652 Latitude
34:51:24.18 Longitude
-99:30:38.46 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
S.H. 34 Scour
5 Design Structure
10 - Truss - Thru FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
04240 Vault Link
http://plansrv1/bridgemaintvault/b04240 GIS FO/SD
Meets Standards H Inv. Method
15.3 Latitude DD
34.85671667 Longitude DD
-99.51068333 ODOT County Number
28 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
4048 x
-11077478.5967863 y
4144426.51967339 |
|||||||||||||||||||||||||||||||||||||
| 04239 | 6404R0212 X | 4239 | — | U.S. 271 | KIAMICHI RIVER | 6404 0212 X | 210ft. HIGH AND 3-100ft. PONY TRUSS SPANS | 1934 | 34.25005 | -95.60535833 | 519.029 | 26.001 | — | 1 | 0 | 2 | 23.999 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 8.5 | Serious (3) | Fair (5) | Serious (3) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 2200 | 2015 | 4 | Unmatched |
|
Raw data
OBJECTID
4047 BRKEY
4239 NBI No.
4239 On Under
1 Structure No.
6404R0212 X Control No.
004 Lane Ind.
Milepoint
02120 Facility Carried
U.S. 271 Feature Intersected
KIAMICHI RIVER Division
02 County
127 Location
2.0 MI N JCT SH 3 Sufficiency
8.5 Kind Hwy
2 Level Service
1 Route No.
00271 Service Type On
1 Service Type Off
5 Vertical Clearance
Y Horizontal Clearance
23.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1934 ADT Total
2200 ADT Year
2015 Design Load
H 15 Skew
0 No. Main Spans
1 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
27.999 Span Type Main
M Material
3 - Steel Design
10 Length
519.029 Deck Width
26.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
3 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
3 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
38.6 HS Inv. Rating Method
1 HS Inv. Method
23.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3520 Future ADT Year
2035 Bypass Detour
123.652866 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
-1 Advanced Warning Sign
N Existing Posting
1506 Max Measured Clearance
1600 Min Measured Clearance
1600 NBI Rating
04239 ODOT County
64 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
210ft. HIGH AND 3-100ft. PONY TRUSS SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6404 0212 X H Index
64.409 Latitude
34:15:00.18 Longitude
-95:36:19.29 I257A
1 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
U.S. 271 Scour
8 Design Structure
10 - Truss - Thru FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
4 NBI Text
04239 Vault Link
http://plansrv1/bridgemaintvault/b04239 GIS FO/SD
SD H Inv. Method
15.6 Latitude DD
34.25005 Longitude DD
-95.60535833 ODOT County Number
64 Maint. Dist.
2 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4047 x
-10642739.8064041 y
4062427.2540778 |
|||||||||||||||||||||||||||||||||||||
| 04238 | 5008R0244NX | 4238 | — | S.H. 7 | WASHITA RIVER | 5008R0244NX | 210ft. HI TRUSS 2-100ft. | 1934 | 34.505 | -97.14166667 | 495.079 | 22.999 | — | 3 | 0 | 2 | 22.001 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 56.8 | Fair (5) | Poor (4) | Fair (5) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 3650 | 2002 | 4 | Unmatched |
|
Raw data
OBJECTID
4046 BRKEY
4238 NBI No.
4238 On Under
1 Structure No.
5008R0244NX Control No.
008 Lane Ind.
N Milepoint
02440 Facility Carried
S.H. 7 Feature Intersected
WASHITA RIVER Division
07 County
099 Location
.8 MI W JCT US77 Sufficiency
56.8 Kind Hwy
3 Level Service
1 Route No.
00007 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
22.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1934 ADT Total
3650 ADT Year
2002 Design Load
H 15 Skew
0 No. Main Spans
3 Road Width
22.001 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
27.897 Span Type Main
M Material
3 - Steel Design
10 Length
495.079 Deck Width
22.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
7 Deck Rating
4 Super Rating
5 Sub Rating
6 Chan. Rating
4 Culv. Rating
N Structure Rating
5 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
41.447 HS Inv. Rating Method
1 HS Inv. Method
24.03 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5840 Future ADT Year
2022 Bypass Detour
8.699197 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
04238 ODOT County
50 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
210ft. HI TRUSS 2-100ft. Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5008R0244NX H Index
61.7445 Latitude
34:30:18 Longitude
-97:08:30 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 7 Scour
5 Design Structure
10 - Truss - Thru FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
11 NBI Text
04238 Vault Link
http://plansrv1/bridgemaintvault/b04238 GIS FO/SD
SD H Inv. Method
15.653 Latitude DD
34.505 Longitude DD
-97.14166667 ODOT County Number
50 Maint. Dist.
7 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
4046 x
-10813760.8685143 y
4096814.43962085 |
|||||||||||||||||||||||||||||||||||||
| 04237 | 0314R0525 X | 4237 | — | S.H. 7 | CLEAR BOGGY CREEK | 0314 0525 X | 96ft. HIGH TRUSS | 1934 | 34.36941667 | -96.32162222 | 399.934 | 22.999 | — | 1 | 0 | 2 | 22.001 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 34.6 | Poor (4) | Serious (3) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1200 | 2006 | 4 | Unmatched |
|
Raw data
OBJECTID
4045 BRKEY
4237 NBI No.
4237 On Under
1 Structure No.
0314R0525 X Control No.
014 Lane Ind.
Milepoint
05250 Facility Carried
S.H. 7 Feature Intersected
CLEAR BOGGY CREEK Division
02 County
005 Location
5.3 MI.E.JOHNSTON CO Sufficiency
34.6 Kind Hwy
3 Level Service
1 Route No.
00007 Service Type On
1 Service Type Off
5 Vertical Clearance
Y Horizontal Clearance
22.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1934 ADT Total
1200 ADT Year
2006 Design Load
H 15 Skew
0 No. Main Spans
1 Road Width
22.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
27.999 Span Type Main
M Material
3 - Steel Design
10 Length
399.934 Deck Width
22.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
6 Deck Rating
3 Super Rating
5 Sub Rating
5 Chan. Rating
7 Culv. Rating
N Structure Rating
4 Deck Geometry
3 Underclearance
N Bridge Posting
3 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
31.306 HS Inv. Rating Method
1 HS Inv. Method
19.511 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1920 Future ADT Year
2026 Bypass Detour
44.117354 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
n Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1500 Max Measured Clearance
n Min Measured Clearance
1504 NBI Rating
04237 ODOT County
03 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
96ft. HIGH TRUSS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
0314 0525 X H Index
64.9473 Latitude
34:22:09.9 Longitude
-96:19:17.84 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 7 Scour
3 Design Structure
10 - Truss - Thru FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
47 NBI Text
04237 Vault Link
http://plansrv1/bridgemaintvault/b04237 GIS FO/SD
SD H Inv. Method
11.354 Latitude DD
34.36941667 Longitude DD
-96.32162222 ODOT County Number
3 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
4045 x
-10722473.9379125 y
4078514.17964412 |
|||||||||||||||||||||||||||||||||||||
| 04428 | 0220R0752 X | 4428 | — | S.H. 11 | CREEK | 0220 0752 X | 3-10x4x71ft.RCBw/4ft. CW | 1935 | 36.80851667 | -98.22630556 | 32.152 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 82.7 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Poor (4) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1300 | 2005 | 4 | Unmatched |
|
Raw data
OBJECTID
4038 BRKEY
4428 NBI No.
4428 On Under
1 Structure No.
0220R0752 X Control No.
020 Lane Ind.
Milepoint
07520 Facility Carried
S.H. 11 Feature Intersected
CREEK Division
06 County
003 Location
7.6 MI.E. JCT. US 64 Sufficiency
82.7 Kind Hwy
3 Level Service
1 Route No.
00011 Service Type On
1 Service Type Off
5 Vertical Clearance
n Horizontal Clearance
33.999 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
1935 ADT Total
1300 ADT Year
2005 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
04 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
32.152 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.
7 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
4 Structure Rating
5 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.053 HS Inv. Rating Method
2 HS Inv. Method
36.046 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
2080 Future ADT Year
2025 Bypass Detour
34.175415 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
04428 ODOT County
02 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10x4x71ft.RCBw/4ft. CW Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
0220 0752 X H Index
95.6979 Latitude
36:48:30.66 Longitude
-98:13:34.7 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
S.H. 11 Scour
2 Design Structure
19 - Culvert FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
04428 Vault Link
http://plansrv1/bridgemaintvault/b04428 GIS FO/SD
SD H Inv. Method
19.952 Latitude DD
36.80851667 Longitude DD
-98.22630556 ODOT County Number
2 Maint. Dist.
6 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4038 x
-10934502.3174437 y
4412449.98287701 |
|||||||||||||||||||||||||||||||||||||
| 04427 | 0220R0727 X | 4427 | — | S.H. 11 | CREEK | 0220 0727 X | 3-10x4x65.7ft. RCB | 1935 | 36.80796667 | -98.23063056 | 32.152 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 82.7 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Poor (4) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1300 | 2005 | 4 | Unmatched |
|
Raw data
OBJECTID
4037 BRKEY
4427 NBI No.
4427 On Under
1 Structure No.
0220R0727 X Control No.
020 Lane Ind.
Milepoint
07270 Facility Carried
S.H. 11 Feature Intersected
CREEK Division
06 County
003 Location
7.4 MI.E.OF JCT. US64 Sufficiency
82.7 Kind Hwy
3 Level Service
1 Route No.
00011 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
33.799 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
1935 ADT Total
1300 ADT Year
2005 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
04 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
32.152 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.
7 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
4 Structure Rating
5 Deck Geometry
N 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
2080 Future ADT Year
2025 Bypass Detour
34.175415 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
04427 ODOT County
02 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10x4x65.7ft. RCB Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
0220 0727 X H Index
68.3003 Latitude
36:48:28.68 Longitude
-98:13:50.27 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
S.H. 11 Scour
2 Design Structure
19 - Culvert FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
04427 Vault Link
http://plansrv1/bridgemaintvault/b04427 GIS FO/SD
SD H Inv. Method
19.952 Latitude DD
36.80796667 Longitude DD
-98.23063056 ODOT County Number
2 Maint. Dist.
6 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4037 x
-10934983.7742414 y
4412373.51240019 |
|||||||||||||||||||||||||||||||||||||
| 04426 | 2320 0693 X | 4426 | — | S.H. 15 | CREEK | 2320 0693 X | 3-10'X3'w/10' X 5' ext. north X 83.0' long RCB | 1935 | 36.31131389 | -99.77450556 | 83 | 83 | — | 3 | 0 | 2 | 81 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 93 | 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) | B | 1900 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4036 BRKEY
4426 NBI No.
4426 On Under
1 Structure No.
2320 0693 X Control No.
020 Lane Ind.
Milepoint
06930 Facility Carried
S.H. 15 Feature Intersected
CREEK Division
06 County
045 Location
6.8 MI NE US283 Sufficiency
93 Kind Hwy
3 Level Service
1 Route No.
00015 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
81 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1935 ADT Total
1900 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
81 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
44 Span Type Main
M Material
1 - Concrete Design
19 Length
83 Deck Width
83 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
57.9 HS Inv. Rating Method
1 HS Inv. Method
34.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3040 Future ADT Year
2042 Bypass Detour
26 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
04426 ODOT County
23 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10'X3'w/10' X 5' ext. north X 83.0' long RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2320 0693 X H Index
94.5384 Latitude
36:18:40.73 Longitude
-99:46:28.22 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 15 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
04426 Vault Link
http://plansrv1/bridgemaintvault/b04426 GIS FO/SD
Meets Standards H Inv. Method
19.3 Latitude DD
36.31131389 Longitude DD
-99.77450556 ODOT County Number
23 Maint. Dist.
6 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
4036 x
-11106847.1530898 y
4343542.66925371 |
|||||||||||||||||||||||||||||||||||||
| 04425 | 1026R0201 X | 4425 | — | S.H. 76 | CADDO CREEK O'FLOW | 1026R0201 X | 3-10ft.X 10ft.X 36ft. R.C.BOX WITH HANDRAILS | 1935 | 34.37666667 | -97.49166667 | 34.121 | 37.999 | — | 3 | 0 | 2 | 36.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 83 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 3000 | 2002 | 4 | Unmatched |
|
Raw data
OBJECTID
4035 BRKEY
4425 NBI No.
4425 On Under
1 Structure No.
1026R0201 X Control No.
026 Lane Ind.
Milepoint
02010 Facility Carried
S.H. 76 Feature Intersected
CADDO CREEK O'FLOW Division
07 County
019 Location
2 MI N JCT SH 53E Sufficiency
83 Kind Hwy
3 Level Service
1 Route No.
00076 Service Type On
1 Service Type Off
9 Vertical Clearance
N Horizontal Clearance
36.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1935 ADT Total
3000 ADT Year
2002 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
36.001 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
2 Fill RCB
02 Appr. Roadway Width
32.001 Span Type Main
M Material
1 - Concrete Design
19 Length
34.121 Deck Width
37.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
8 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
8 Structure Rating
8 Deck Geometry
5 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
4800 Future ADT Year
2022 Bypass Detour
54.680665 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
04425 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
0 Rt. Curb SW
0 Description
3-10ft.X 10ft.X 36ft. R.C.BOX WITH HANDRAILS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1026R0201 X H Index
100 Latitude
34:22:36 Longitude
-97:29:30 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
S.H. 76 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
64 NBI Text
04425 Vault Link
http://plansrv1/bridgemaintvault/b04425 GIS FO/SD
Meets Standards H Inv. Method
0 Latitude DD
34.37666667 Longitude DD
-97.49166667 ODOT County Number
10 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
4035 x
-10852722.690292 y
4079491.9923628 |
|||||||||||||||||||||||||||||||||||||
| 04424 | 6118R0198 X | 4424 | — | S.H. 31 | CREEK | 6118 0198 X | (2) 10ft. X 7ft. X 33ft. RCB SK 45° | 1935 | 34.927561 | -95.694944 | 29.6 | 32.999 | — | 2 | 45 | 2 | 31.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 67.1 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 4200 | 2020 | 5 | Unmatched |
|
Raw data
OBJECTID
4034 BRKEY
4424 NBI No.
4424 On Under
1 Structure No.
6118R0198 X Control No.
018 Lane Ind.
Milepoint
01980 Facility Carried
S.H. 31 Feature Intersected
CREEK Division
02 County
121 Location
1.98 E JCT US 270 Sufficiency
67.1 Kind Hwy
3 Level Service
1 Route No.
00031 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1935 ADT Total
4200 ADT Year
2020 Design Load
H 20 Skew
45 No. Main Spans
2 Road Width
31.001 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
29.6 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.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
52 HS Inv. Rating Method
1 HS Inv. Method
31.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6720 Future ADT Year
2040 Bypass Detour
45.981468 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
04424 ODOT County
61 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(2) 10ft. X 7ft. X 33ft. RCB SK 45° Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6118 0198 X H Index
98.244 Latitude
34:55:39.22 Longitude
-95:41:41.8 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 31 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
072 NBI Text
04424 Vault Link
http://plansrv1/bridgemaintvault/b04424 GIS FO/SD
Meets Standards H Inv. Method
17.4 Latitude DD
34.927561 Longitude DD
-95.694944 ODOT County Number
61 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
4034 x
-10652712.4375708 y
4154041.32550847 |
|||||||||||||||||||||||||||||||||||||
| 04423 | 2314 0072 X | 4423 | — | U.S. 283 | CREEK | 2314 0072 X | 3-10ft.X10ft.X68.3ft. RCB | 1935 | 36.44563611 | -99.88323889 | 32.001 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 92.4 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 810 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4033 BRKEY
4423 NBI No.
4423 On Under
1 Structure No.
2314 0072 X Control No.
014 Lane Ind.
Milepoint
00720 Facility Carried
U.S. 283 Feature Intersected
CREEK Division
06 County
045 Location
0.7 MI N SH15 Sufficiency
92.4 Kind Hwy
2 Level Service
1 Route No.
00283 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
66.299 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1935 ADT Total
810 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
11 Appr. Roadway Width
24.003 Span Type Main
M Material
1 - Concrete Design
19 Length
32.001 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
55.3 HS Inv. Rating Method
1 HS Inv. Method
33.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1296 Future ADT Year
2042 Bypass Detour
51.000001 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
04423 ODOT County
23 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X10ft.X68.3ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2314 0072 X H Index
97.3385 Latitude
36:26:44.29 Longitude
-99:52:59.66 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 283 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
04423 Vault Link
http://plansrv1/bridgemaintvault/b04423 GIS FO/SD
Meets Standards H Inv. Method
27.9 Latitude DD
36.44563611 Longitude DD
-99.88323889 ODOT County Number
23 Maint. Dist.
6 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4033 x
-11118951.2920177 y
4362114.74544202 |
|||||||||||||||||||||||||||||||||||||
| 04235 | 2508R0551 X | 4235 | — | S.H. 19 | WASHITA RIVER | 2508R0551 X | 180ft. HIGH TRUSS & 3-60ft. I-BM. SPANS | 1934 | 34.83166667 | -97.575 | 365.157 | 25 | — | 1 | 0 | 2 | 23.999 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 24.2 | Poor (4) | Critical (2) | Poor (4) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 3110 | 1999 | 4 | Unmatched |
|
Raw data
OBJECTID
4025 BRKEY
4235 NBI No.
4235 On Under
1 Structure No.
2508R0551 X Control No.
008 Lane Ind.
Milepoint
05510 Facility Carried
S.H. 19 Feature Intersected
WASHITA RIVER Division
03 County
049 Location
5.6 MI E GRADY C/L Sufficiency
24.2 Kind Hwy
3 Level Service
1 Route No.
00019 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
22.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1934 ADT Total
3110 ADT Year
1999 Design Load
H 15 Skew
0 No. Main Spans
1 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
22.001 Span Type Main
M Material
3 - Steel Design
10 Length
365.157 Deck Width
25 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
9 Deck Rating
2 Super Rating
4 Sub Rating
6 Chan. Rating
4 Culv. Rating
N Structure Rating
4 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
5 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
25.794 HS Inv. Rating Method
2 HS Inv. Method
25.794 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
3900 Future ADT Year
2017 Bypass Detour
37.903642 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
04235 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
0 Rt. Curb SW
0 Description
180ft. HIGH TRUSS & 3-60ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
2508R0551 X H Index
100 Latitude
34:49:54 Longitude
-97:34:30 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 19 Scour
4 Design Structure
10 - Truss - Thru FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
04235 Vault Link
http://plansrv1/bridgemaintvault/b04235 GIS FO/SD
SD H Inv. Method
17.857 Latitude DD
34.83166667 Longitude DD
-97.575 ODOT County Number
25 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
4025 x
-10861999.3141537 y
4141028.781817 |
|||||||||||||||||||||||||||||||||||||
| 04234 | 6806R1346 X | 4234 | — | U.S. 64 | BIG SALLISAW CREEK | 6806 1346 X | 3-80ft. PONY TRUSS & 2-40ft. I-BM. SPANS | 1934 | 35.46353056 | -94.86218889 | 327.999 | 25.669 | — | 3 | 0 | 2 | 23.999 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Closed (K) | 18.8 | 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) | C | 3800 | 2014 | 4 | Unmatched |
|
Raw data
OBJECTID
4024 BRKEY
4234 NBI No.
4234 On Under
1 Structure No.
6806R1346 X Control No.
006 Lane Ind.
Milepoint
13460 Facility Carried
U.S. 64 Feature Intersected
BIG SALLISAW CREEK Division
01 County
135 Location
16.3 MI E MUSKOGEE CO Sufficiency
18.8 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1934 ADT Total
3800 ADT Year
2014 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
30 Span Type Main
M Material
3 - Steel Design
10 Length
327.999 Deck Width
25.669 Bridge Open Closed
K TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
6 Deck Rating
4 Super Rating
4 Sub Rating
5 Chan. Rating
7 Culv. Rating
N Structure Rating
4 Deck Geometry
2 Underclearance
N Bridge Posting
0 Waterway Adequacy
7 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
20.01 HS Inv. Rating Method
1 HS Inv. Method
20 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6080 Future ADT Year
2034 Bypass Detour
11 School Bus Rte.
3 Posted Weight
CLOSED Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
04234 ODOT County
68 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0.801 Rt. Curb SW
0.801 Description
3-80ft. PONY TRUSS & 2-40ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6806 1346 X H Index
62.0335 Latitude
35:27:48.71 Longitude
-94:51:43.88 I257A
1 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
U.S. 64 Scour
5 Design Structure
10 - Truss - Thru FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
04234 Vault Link
http://plansrv1/bridgemaintvault/b04234 GIS FO/SD
SD H Inv. Method
20 Latitude DD
35.46353056 Longitude DD
-94.86218889 ODOT County Number
68 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
4024 x
-10560010.5627701 y
4227052.88191707 |
|||||||||||||||||||||||||||||||||||||
| 04233 | 2704R1366 X | 4233 | — | U.S. 60 | POND CREEK | 2704 1366 X | 100ft. PONY TRUSS & 6- | 1934 | 36.68140278 | -97.56314722 | 318.898 | 25 | — | 1 | 0 | 2 | 23.999 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 32.7 | Poor (4) | Fair (5) | Poor (4) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 1400 | 2012 | 4 | Unmatched |
|
Raw data
OBJECTID
4023 BRKEY
4233 NBI No.
4233 On Under
1 Structure No.
2704R1366 X Control No.
004 Lane Ind.
Milepoint
13660 Facility Carried
U.S. 60 Feature Intersected
POND CREEK Division
04 County
053 Location
1.5 MI E OF JCT SH 74 Sufficiency
32.7 Kind Hwy
2 Level Service
1 Route No.
00060 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
23.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1934 ADT Total
1400 ADT Year
2012 Design Load
H 15 Skew
0 No. Main Spans
1 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
36.001 Span Type Main
M Material
3 - Steel Design
10 Length
318.898 Deck Width
25 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
4 Sub Rating
5 Chan. Rating
5 Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
5 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
39.6 HS Inv. Rating Method
1 HS Inv. Method
23.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2240 Future ADT Year
2032 Bypass Detour
29.825817 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
-1 Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
04233 ODOT County
27 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0.499 Rt. Curb SW
0.499 Description
100ft. PONY TRUSS & 6- Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
2704 1366 X H Index
67.8976 Latitude
36:40:53.05 Longitude
-97:33:47.33 I257A
1 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
U.S. 60 Scour
8 Design Structure
10 - Truss - Thru FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
04233 Vault Link
http://plansrv1/bridgemaintvault/b04233 GIS FO/SD
SD H Inv. Method
15 Latitude DD
36.68140278 Longitude DD
-97.56314722 ODOT County Number
27 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4023 x
-10860679.8687196 y
4394790.9964138 |
|||||||||||||||||||||||||||||||||||||
| 04232 | 6404R0234 X | 4232 | — | U.S. 271 | KIAMICHI RIVER OVERFLOW | 6404 0234 X | (8) 36ft. CONTINUOUS I-BEAM | 1934 | 34.25171944 | -95.60534722 | 287.999 | 26.699 | — | 8 | 0 | 2 | 23.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 62.7 | Fair (5) | Fair (5) | Fair (5) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 2200 | 2015 | 4 | Unmatched |
|
Raw data
OBJECTID
4022 BRKEY
4232 NBI No.
4232 On Under
1 Structure No.
6404R0234 X Control No.
004 Lane Ind.
Milepoint
02340 Facility Carried
U.S. 271 Feature Intersected
KIAMICHI RIVER OVERFLOW Division
02 County
127 Location
2.34 N JCT SH-3 Sufficiency
62.7 Kind Hwy
2 Level Service
1 Route No.
00271 Service Type On
1 Service Type Off
9 Vertical Clearance
N Horizontal Clearance
23.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1934 ADT Total
2200 ADT Year
2015 Design Load
H 20 Skew
0 No. Main Spans
8 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
30 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
287.999 Deck Width
26.699 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
5 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
5 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.494 HS Inv. Rating Method
1 HS Inv. Method
29.652 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3520 Future ADT Year
2035 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
04232 ODOT County
64 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
1.299 Rt. Curb SW
1.299 Description
(8) 36ft. CONTINUOUS I-BEAM Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6404 0234 X H Index
93.1195 Latitude
34:15:06.19 Longitude
-95:36:19.25 I257A
1 I257B
0 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 271 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
005 NBI Text
04232 Vault Link
http://plansrv1/bridgemaintvault/b04232 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
34.25171944 Longitude DD
-95.60534722 ODOT County Number
64 Maint. Dist.
2 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4022 x
-10642738.5696445 y
4062652.0852771 |
|||||||||||||||||||||||||||||||||||||
| 04231 | 0314R0573 X | 4231 | — | S.H. 7 | DRY BOGGY CREEK | 0314 0573 X | 96ft. HIGH TRUSS & 6-2 | 1934 | 34.37167222 | -96.31369444 | 271.982 | 22.999 | — | 1 | 0 | 2 | 22.001 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 2 | Critical (2) | Critical (2) | Fair (5) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1200 | 2006 | 4 | Unmatched |
|
Raw data
OBJECTID
4021 BRKEY
4231 NBI No.
4231 On Under
1 Structure No.
0314R0573 X Control No.
014 Lane Ind.
Milepoint
05730 Facility Carried
S.H. 7 Feature Intersected
DRY BOGGY CREEK Division
02 County
005 Location
5.7 MI.E. JOHNSTON CL Sufficiency
2 Kind Hwy
3 Level Service
1 Route No.
00007 Service Type On
1 Service Type Off
5 Vertical Clearance
n Horizontal Clearance
22.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1934 ADT Total
1200 ADT Year
2006 Design Load
H 15 Skew
0 No. Main Spans
1 Road Width
22.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
27.999 Span Type Main
M Material
3 - Steel Design
10 Length
271.982 Deck Width
22.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
7 Deck Rating
2 Super Rating
5 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
2 Deck Geometry
3 Underclearance
N Bridge Posting
0 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
10.031 HS Inv. Rating Method
1 HS Inv. Method
5.512 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1920 Future ADT Year
2026 Bypass Detour
44.117354 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
1600 Min Measured Clearance
n NBI Rating
04231 ODOT County
03 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
96ft. HIGH TRUSS & 6-2 Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
0314 0573 X H Index
56.9313 Latitude
34:22:18.02 Longitude
-96:18:49.3 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 7 Scour
8 Design Structure
10 - Truss - Thru FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
49 NBI Text
04231 Vault Link
http://plansrv1/bridgemaintvault/b04231 GIS FO/SD
SD H Inv. Method
10.031 Latitude DD
34.37167222 Longitude DD
-96.31369444 ODOT County Number
3 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
4021 x
-10721591.4214797 y
4078818.37822705 |
|||||||||||||||||||||||||||||||||||||
| 04422 | 3610 0651WX | 4422 | — | BNSF R.R. | U.S. 77 SB UNDER | 3610 0651WX | 48ft. I-BM SPAN SK 44 DEGREES | 1936 | 36.773222 | -97.065522 | 48.199 | 12.999 | — | 1 | 40 | 2 | 30.581 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | ! | -2 | Not applicable (N) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Not applicable (N) | 27 - Railroad | 27 - Railroad | 1 - On Highway | 06 - Minor Arterial (Rural) | H | 4250 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
4014 BRKEY
4422 NBI No.
4422 On Under
2 Structure No.
3610 0651WX Control No.
010 Lane Ind.
W Milepoint
06510 Facility Carried
BNSF R.R. Feature Intersected
U.S. 77 SB UNDER Division
04 County
071 Location
4.6 MI N US 60 Sufficiency
-2 Kind Hwy
2 Level Service
1 Route No.
00077 Service Type On
2 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
30.581 Bridge System
H Owner
27 - Railroad Custodian
27 - Railroad Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1936 ADT Total
4250 ADT Year
2022 Design Load
Railroad Skew
40 No. Main Spans
1 Road Width
30.581 Ref. Underclearance Rt.
H Underclearance Right
0.499 Underclearance Left
0.499 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
30.581 Span Type Main
M Material
3 - Steel Design
02 Length
48.199 Deck Width
12.999 Bridge Open Closed
! TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
N Culv. Rating
N Structure Rating
N Deck Geometry
N Underclearance
2 Bridge Posting
! Waterway Adequacy
N Approach Alignment
! HS Operating Rating Method
! HS Operating Rating
0 HS Inv. Rating Method
! HS Inv. Method
0 H Operating Rating
! H Inv. Rating Method
! Future ADT
6800 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
Y Existing Posting
N Max Measured Clearance
1400 Min Measured Clearance
1311 NBI Rating
04422 ODOT County
36 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
9 DK Protect.
0 DK Surf. Type
9 Lft. Curb SW
0 Rt. Curb SW
0 Description
48ft. I-BM SPAN SK 44 DEGREES Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3610 0651WX H Index
-1 Latitude
36:46:23.6 Longitude
-97:03:55.88 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
0 Roadway Name
U.S. 77 SB UNDER Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
04422 Vault Link
http://plansrv1/bridgemaintvault/b04422 GIS FO/SD
FO H Inv. Method
0 Latitude DD
36.773222 Longitude DD
-97.065522 ODOT County Number
36 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4014 x
-10805284.4826233 y
4407543.82249462 |
|||||||||||||||||||||||||||||||||||||
| 04230 | 3904 0689 X | 4230 | — | U.S. 270 | LITTLE FOURCHE MALINE CR | 3904 0689 X | 52ft. - 66ft. - 66ft. - 52ft. CONTINUOUS I-BEAM | 1934 | 34.9336 | -95.20599722 | 240.801 | 44.701 | — | 4 | 0 | 2 | 42.5 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 89.6 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 2400 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4002 BRKEY
4230 NBI No.
4230 On Under
1 Structure No.
3904 0689 X Control No.
004 Lane Ind.
Milepoint
06890 Facility Carried
U.S. 270 Feature Intersected
LITTLE FOURCHE MALINE CR Division
02 County
077 Location
6.89 E JCT SH-2 Sufficiency
89.6 Kind Hwy
2 Level Service
1 Route No.
00270 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
42.5 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1934 ADT Total
2400 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
4 Road Width
42.5 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
4 - Steel Continuous Design
02 Length
240.801 Deck Width
44.701 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
7 Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
76 HS Inv. Rating Method
1 HS Inv. Method
46 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3840 Future ADT Year
2042 Bypass Detour
54.680665 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
04230 ODOT County
39 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
1.099 Rt. Curb SW
1.099 Description
52ft. - 66ft. - 66ft. - 52ft. CONTINUOUS I-BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3904 0689 X H Index
99.8901 Latitude
34:56:00.96 Longitude
-95:12:21.59 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 270 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
008 NBI Text
04230 Vault Link
http://plansrv1/bridgemaintvault/b04230 GIS FO/SD
Meets Standards H Inv. Method
25 Latitude DD
34.9336 Longitude DD
-95.20599722 ODOT County Number
39 Maint. Dist.
2 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4002 x
-10598283.1309962 y
4154861.30644129 |
|||||||||||||||||||||||||||||||||||||
| 04228 | 4040R2708 X | 4228 | — | S.H. 63 | KIAMICHI RIVER | 4040 2708 X | 100ft.P-TRS&2-60ft.I-BM | 1934 | 34.63898889 | -94.61270556 | 225.066 | 26.001 | — | 1 | 0 | 2 | 23.999 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Posted for load (P) | 33.2 | Poor (4) | Fair (5) | Poor (4) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 320 | 2015 | 4 | Unmatched |
|
Raw data
OBJECTID
4000 BRKEY
4228 NBI No.
4228 On Under
1 Structure No.
4040R2708 X Control No.
040 Lane Ind.
Milepoint
27080 Facility Carried
S.H. 63 Feature Intersected
KIAMICHI RIVER Division
02 County
079 Location
2.1 MI E JCT US259 Sufficiency
33.2 Kind Hwy
3 Level Service
1 Route No.
00063 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1934 ADT Total
320 ADT Year
2015 Design Load
H 20 Skew
0 No. Main Spans
1 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
23.999 Span Type Main
M Material
3 - Steel Design
10 Length
225.066 Deck Width
26.001 Bridge Open Closed
P TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
4 Sub Rating
4 Chan. Rating
7 Culv. Rating
N Structure Rating
4 Deck Geometry
5 Underclearance
N Bridge Posting
3 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
25.022 HS Inv. Rating Method
1 HS Inv. Method
15.01 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
512 Future ADT Year
2035 Bypass Detour
22.990734 School Bus Rte.
3 Posted Weight
192540 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
04228 ODOT County
40 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
100ft.P-TRS&2-60ft.I-BM Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4040 2708 X H Index
67.3384 Latitude
34:38:20.36 Longitude
-94:36:45.74 I257A
1 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
S.H. 63 Scour
8 Design Structure
10 - Truss - Thru FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
131 NBI Text
04228 Vault Link
http://plansrv1/bridgemaintvault/b04228 GIS FO/SD
SD H Inv. Method
11.4 Latitude DD
34.63898889 Longitude DD
-94.61270556 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
4000 x
-10532238.2055131 y
4114928.75973766 |