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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| 04878 | 6506 1257 X | 4878 | — | S.H. 30 | CREEK | 6506 1257 X | 3-10ft.X 8ft.X 30ft. RDY. R.C.B. | 1936 | 35.604775 | -99.90837778 | 34.121 | 32.001 | — | 3 | 0 | 2 | 30 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 94.2 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1200 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4704 BRKEY
4878 NBI No.
4878 On Under
1 Structure No.
6506 1257 X Control No.
006 Lane Ind.
Milepoint
12570 Facility Carried
S.H. 30 Feature Intersected
CREEK Division
05 County
129 Location
12.8 MI N JCT S.H. 152 Sufficiency
94.2 Kind Hwy
3 Level Service
1 Route No.
00030 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
30 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1936 ADT Total
1200 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
AG Appr. Roadway Width
26.001 Span Type Main
M Material
1 - Concrete Design
19 Length
34.121 Deck Width
32.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
57.4 HS Inv. Rating Method
1 HS Inv. Method
34.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1920 Future ADT Year
2042 Bypass Detour
6.835083 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
04878 ODOT County
65 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X 8ft.X 30ft. RDY. R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6506 1257 X H Index
68.0897 Latitude
35:36:17.19 Longitude
-99:54:30.16 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 30 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
04878 Vault Link
http://plansrv1/bridgemaintvault/b04878 GIS FO/SD
Meets Standards H Inv. Method
21.6 Latitude DD
35.604775 Longitude DD
-99.90837778 ODOT County Number
65 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
4704 x
-11121749.7404516 y
4246374.41266123 |
|||||||||||||||||||||||||||||||||||||
| 04877 | 1244 1234 X | 4877 | — | U.S. 70 | NEGRO CREEK | 1244 1234 X | (3) 10ft. X 6ft. X 112ft. RCB | 1936 | 34.020592 | -95.275839 | 33.999 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 78 | 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 | 5500 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4703 BRKEY
4877 NBI No.
4877 On Under
1 Structure No.
1244 1234 X Control No.
044 Lane Ind.
Milepoint
12340 Facility Carried
U.S. 70 Feature Intersected
NEGRO CREEK Division
02 County
023 Location
5.52 E JCT SH-147 Sufficiency
78 Kind Hwy
2 Level Service
1 Route No.
00070 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
30 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1936 ADT Total
5500 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
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
57.2 HS Inv. Rating Method
1 HS Inv. Method
34.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8800 Future ADT Year
2042 Bypass Detour
90.098822 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
04877 ODOT County
12 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 6ft. X 112ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1244 1234 X H Index
99.6139 Latitude
34:01:14.13 Longitude
-95:16:33.02 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
066 NBI Text
04877 Vault Link
http://plansrv1/bridgemaintvault/b04877 GIS FO/SD
Meets Standards H Inv. Method
19.2 Latitude DD
34.020592 Longitude DD
-95.275839 ODOT County Number
12 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
4703 x
-10606057.8823819 y
4031567.36388255 |
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| 04876 | 6004R1171 X | 4876 | — | S.H. 18 | CREEK | 6004 1171 X | 3-10ft.X 9ft.X 59ft. R.C.B | 1936 | 36.14806944 | -96.78213056 | 32.119 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 92.4 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1500 | 2014 | 5 | Unmatched |
|
Raw data
OBJECTID
4702 BRKEY
4876 NBI No.
4876 On Under
1 Structure No.
6004R1171 X Control No.
004 Lane Ind.
Milepoint
11710 Facility Carried
S.H. 18 Feature Intersected
CREEK Division
04 County
119 Location
0.4 MI S PAWNEE C/L Sufficiency
92.4 Kind Hwy
3 Level Service
1 Route No.
00018 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
58.999 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
1936 ADT Total
1500 ADT Year
2014 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
10 Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
32.119 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
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
5 HS Operating Rating Method
1 HS Operating Rating
103.1 HS Inv. Rating Method
1 HS Inv. Method
61.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2400 Future ADT Year
2034 Bypass Detour
31.068559 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
04876 ODOT County
60 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 9ft.X 59ft. R.C.B Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6004 1171 X H Index
97.1148 Latitude
36:08:53.05 Longitude
-96:46:55.67 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 18 Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
04876 Vault Link
http://plansrv1/bridgemaintvault/b04876 GIS FO/SD
Meets Standards H Inv. Method
55 Latitude DD
36.14806944 Longitude DD
-96.78213056 ODOT County Number
60 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4702 x
-10773737.4918273 y
4321014.67261331 |
|||||||||||||||||||||||||||||||||||||
| 04875 | 5730R1170 X | 4875 | — | S.H. 99 | CREEK | 5730 1170 X | 3-10ft. X 10ft. X 127ft. R.C. BOX | 1936 | 36.566164 | -96.31575 | 34.121 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 90.8 | 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) | B | 2200 | 2017 | 4 | Unmatched |
|
Raw data
OBJECTID
4701 BRKEY
4875 NBI No.
4875 On Under
1 Structure No.
5730R1170 X Control No.
030 Lane Ind.
Milepoint
11700 Facility Carried
S.H. 99 Feature Intersected
CREEK Division
08 County
113 Location
2.0 MI. S. JCT. SH11 Sufficiency
90.8 Kind Hwy
3 Level Service
1 Route No.
00099 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
06 - Minor Arterial (Rural) Year Built
1936 ADT Total
2200 ADT Year
2017 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
30 Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
34.121 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 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
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
3520 Future ADT Year
2037 Bypass Detour
52.816551 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
04875 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
3-10ft. X 10ft. X 127ft. R.C. BOX Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5730 1170 X H Index
97.2635 Latitude
36:33:58.19 Longitude
-96:18:56.7 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 99 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
04875 Vault Link
http://plansrv1/bridgemaintvault/b04875 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
36.566164 Longitude DD
-96.31575 ODOT County Number
57 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4701 x
-10721820.2453722 y
4378806.93491706 |
|||||||||||||||||||||||||||||||||||||
| 04874 | 1244R1124 X | 4874 | — | U.S. 70 | CREEK | 1244 1124 X | (3) 10ft. x 5ft. x 30ft. RCB | 1936 | 34.02564444 | -95.29278889 | 33.999 | 32.001 | — | 3 | 0 | 2 | 30 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 74 | 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 | 5000 | 2010 | 4 | Unmatched |
|
Raw data
OBJECTID
4700 BRKEY
4874 NBI No.
4874 On Under
1 Structure No.
1244R1124 X Control No.
044 Lane Ind.
Milepoint
11240 Facility Carried
U.S. 70 Feature Intersected
CREEK Division
02 County
023 Location
4.42 E JCT SH-147 Sufficiency
74 Kind Hwy
2 Level Service
1 Route No.
00070 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
30 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1936 ADT Total
5000 ADT Year
2010 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
01 Appr. Roadway Width
32.001 Span Type Main
M Material
1 - Concrete Design
19 Length
33.999 Deck Width
32.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
8 Structure Rating
8 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
49.053 HS Inv. Rating Method
1 HS Inv. Method
36.046 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2030 Bypass Detour
19 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
04874 ODOT County
12 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 30ft. RCB Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1244 1124 X H Index
100 Latitude
34:01:32.32 Longitude
-95:17:34.04 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
065 NBI Text
04874 Vault Link
http://plansrv1/bridgemaintvault/b04874 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
34.02564444 Longitude DD
-95.29278889 ODOT County Number
12 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
4700 x
-10607944.7355057 y
4032245.96787474 |
|||||||||||||||||||||||||||||||||||||
| 04873 | 5020 1100 X | 4873 | — | U.S. 177 | CREEK | 5020 1100 X | 2-14ft.X 10ft.X 42ft. R.C.B. | 1936 | 34.48955278 | -96.96509167 | 31.4 | 0 | — | 2 | 45 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 88.4 | 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 | 3000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
4699 BRKEY
4873 NBI No.
4873 On Under
1 Structure No.
5020 1100 X Control No.
020 Lane Ind.
Milepoint
11000 Facility Carried
U.S. 177 Feature Intersected
CREEK Division
07 County
099 Location
1.4 MI S JCT SH7 Sufficiency
88.4 Kind Hwy
2 Level Service
1 Route No.
00177 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
42.001 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
1936 ADT Total
3000 ADT Year
2022 Design Load
H 20 Skew
45 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
4 Appr. Roadway Width
32.001 Span Type Main
M Material
1 - Concrete Design
19 Length
31.4 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
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
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
57.4 HS Inv. Rating Method
1 HS Inv. Method
34.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4800 Future ADT Year
2042 Bypass Detour
47.845582 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
04873 ODOT County
50 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
2-14ft.X 10ft.X 42ft. R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5020 1100 X H Index
95.4771 Latitude
34:29:22.39 Longitude
-96:57:54.33 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 177 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
24-50 NBI Text
04873 Vault Link
http://plansrv1/bridgemaintvault/b04873 GIS FO/SD
Meets Standards H Inv. Method
27.1 Latitude DD
34.48955278 Longitude DD
-96.96509167 ODOT County Number
50 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4699 x
-10794104.6294275 y
4094727.96242515 |
|||||||||||||||||||||||||||||||||||||
| 04968 | 2429R0658 X | 4968 | — | S.H. 132 | CREEK | 2429 0658 X | 5-10ft. X 4ft. X 24ft. R.C. BOX WITH BC HANDRAILS | 1936 | 36.570297 | -98.014747 | 53.999 | 26.001 | — | 5 | 0 | 2 | 23.999 | 1 - Concrete | Culvert (19) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 77.5 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 770 | 2020 | 4 | Unmatched |
|
Raw data
OBJECTID
4686 BRKEY
4968 NBI No.
4968 On Under
1 Structure No.
2429R0658 X Control No.
029 Lane Ind.
Milepoint
06580 Facility Carried
S.H. 132 Feature Intersected
CREEK Division
04 County
047 Location
6.6 MI N JCT SH 45 Sufficiency
77.5 Kind Hwy
3 Level Service
1 Route No.
00132 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
1936 ADT Total
770 ADT Year
2020 Design Load
H 20 Skew
0 No. Main Spans
5 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
FG Appr. Roadway Width
22.3 Span Type Main
M Material
1 - Concrete Design
19 Length
53.999 Deck Width
26.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
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
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
1232 Future ADT Year
2040 Bypass Detour
34 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
04968 ODOT County
24 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 24ft. R.C. BOX WITH BC HANDRAILS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
2429 0658 X H Index
89.1378 Latitude
36:34:13.07 Longitude
-98:00:53.09 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 132 Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
NBI Text
04968 Vault Link
http://plansrv1/bridgemaintvault/b04968 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
36.570297 Longitude DD
-98.014747 ODOT County Number
24 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
4686 x
-10910951.7262715 y
4379379.7851084 |
|||||||||||||||||||||||||||||||||||||
| 04967 | 6714 0653 X | 4967 | — | S.H. 9 | TIGER CREEK | 6714 0653 X | 60ft. I-BM. SPAN ON A | 1936 | 35.24645 | -96.584722 | 61.024 | 27.001 | — | 1 | 0 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 79.7 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1200 | 2022 | 2 | Unmatched |
|
Raw data
OBJECTID
4685 BRKEY
4967 NBI No.
4967 On Under
1 Structure No.
6714 0653 X Control No.
014 Lane Ind.
Milepoint
06530 Facility Carried
S.H. 9 Feature Intersected
TIGER CREEK Division
03 County
133 Location
4.9 MI E JCT SH 99 Sufficiency
79.7 Kind Hwy
3 Level Service
1 Route No.
00009 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1936 ADT Total
1200 ADT Year
2022 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
0 Appr. Roadway Width
36.001 Span Type Main
M Material
3 - Steel Design
02 Length
61.024 Deck Width
27.001 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
6 Super Rating
6 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
6 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
54.4 HS Inv. Rating Method
1 HS Inv. Method
32.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1920 Future ADT Year
2042 Bypass Detour
14.912909 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
04967 ODOT County
67 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
60ft. I-BM. SPAN ON A Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6714 0653 X H Index
76.0924 Latitude
35:14:47.22 Longitude
-96:35:05 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 9 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
2 Local Bridge ID
-1 NBI Text
04967 Vault Link
http://plansrv1/bridgemaintvault/b04967 GIS FO/SD
Meets Standards H Inv. Method
26 Latitude DD
35.24645 Longitude DD
-96.584722 ODOT County Number
67 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
4685 x
-10751762.0714499 y
4197423.35555896 |
|||||||||||||||||||||||||||||||||||||
| 04966 | 6918R0099 X | 4966 | — | S.H. 53A | COMANCHE LAKE SPILLWAY | 6918 0099 X | 60ft. PONY TRUSS SPAN | 1936 | 34.36691111 | -97.88814167 | 62.992 | 18.599 | — | 1 | 0 | 2 | 17.598 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 63.9 | Fair (5) | Fair (5) | Fair (5) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 200 | 2005 | 4 | Unmatched |
|
Raw data
OBJECTID
4684 BRKEY
4966 NBI No.
4966 On Under
1 Structure No.
6918R0099 X Control No.
018 Lane Ind.
Milepoint
00990 Facility Carried
S.H. 53A Feature Intersected
COMANCHE LAKE SPILLWAY Division
07 County
137 Location
1.0 MI E JCT SH 53 Sufficiency
63.9 Kind Hwy
3 Level Service
1 Route No.
0053A Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
17.598 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
1936 ADT Total
200 ADT Year
2005 Design Load
H 15 Skew
0 No. Main Spans
1 Road Width
17.598 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 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
62.992 Deck Width
18.599 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
5 Deck Rating
5 Super Rating
5 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
5 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
56.549 HS Inv. Rating Method
2 HS Inv. Method
37.258 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
320 Future ADT Year
2025 Bypass Detour
4.97097 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
04966 ODOT County
69 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
60ft. PONY TRUSS SPAN Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6918 0099 X H Index
53.3422 Latitude
34:22:00.88 Longitude
-97:53:17.31 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 53A Scour
8 Design Structure
10 - Truss - Thru FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
48 6 NBI Text
04966 Vault Link
http://plansrv1/bridgemaintvault/b04966 GIS FO/SD
Meets Standards H Inv. Method
23.479 Latitude DD
34.36691111 Longitude DD
-97.88814167 ODOT County Number
69 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
4684 x
-10896858.0854042 y
4078176.27263993 |
|||||||||||||||||||||||||||||||||||||
| 04965 | 1804R0056 X | 4965 | — | U.S. 60 | MADDEN CREEK | 1804 0056 X | 60ft. I-BM. SPAN | 1936 | 36.69897778 | -95.42155278 | 61.024 | 27.001 | — | 1 | 0 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 40 | Poor (4) | Serious (3) | Poor (4) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 1700 | 2012 | 4 | Unmatched |
|
Raw data
OBJECTID
4683 BRKEY
4965 NBI No.
4965 On Under
1 Structure No.
1804R0056 X Control No.
004 Lane Ind.
Milepoint
00560 Facility Carried
U.S. 60 Feature Intersected
MADDEN CREEK Division
08 County
035 Location
0.6 MI E NOWATA C/L Sufficiency
40 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
02 - Principal Arterial Other (Rural) Year Built
1936 ADT Total
1700 ADT Year
2012 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
36.001 Span Type Main
M Material
3 - Steel Design
02 Length
61.024 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.
3 Deck Rating
3 Super Rating
4 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
53.352 HS Inv. Rating Method
1 HS Inv. Method
31.967 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2720 Future ADT Year
2032 Bypass Detour
27.961703 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
04965 ODOT County
18 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
60ft. I-BM. SPAN Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1804 0056 X H Index
54.0494 Latitude
36:41:56.32 Longitude
-95:25:17.59 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 60 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
04965 Vault Link
http://plansrv1/bridgemaintvault/b04965 GIS FO/SD
SD H Inv. Method
25.463 Latitude DD
36.69897778 Longitude DD
-95.42155278 ODOT County Number
18 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
4683 x
-10622278.6661731 y
4397230.81915674 |
|||||||||||||||||||||||||||||||||||||
| 05244 | 1512 0988 X | 5244 | — | S.H. 31 | CREEK | 1512 0988 X | 2-11ft. CONC SLAB SPANS W/ GROUTED APRONS | 1937 | 34.645692 | -96.144778 | 26.903 | 27.9 | — | 2 | 0 | 2 | 25.899 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 87.1 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 490 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4656 BRKEY
5244 NBI No.
5244 On Under
1 Structure No.
1512 0988 X Control No.
012 Lane Ind.
Milepoint
09880 Facility Carried
S.H. 31 Feature Intersected
CREEK Division
03 County
029 Location
9.8 MI NE US75 Sufficiency
87.1 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
1937 ADT Total
490 ADT Year
2022 Design Load
H 15 Skew
0 No. Main Spans
2 Road Width
25.899 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
1 Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
01 Length
26.903 Deck Width
27.9 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
7 Deck Rating
6 Super Rating
6 Sub Rating
6 Chan. Rating
5 Culv. Rating
N Structure Rating
6 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
5 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
127 HS Inv. Rating Method
1 HS Inv. Method
77 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
784 Future ADT Year
2042 Bypass Detour
42.253241 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
05244 ODOT County
15 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
2-11ft. CONC SLAB SPANS W/ GROUTED APRONS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1512 0988 X H Index
97.7232 Latitude
34:38:44.49 Longitude
-96:08:41.2 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 31 Scour
8 Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
05244 Vault Link
http://plansrv1/bridgemaintvault/b05244 GIS FO/SD
Meets Standards H Inv. Method
43 Latitude DD
34.645692 Longitude DD
-96.144778 ODOT County Number
15 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
4656 x
-10702787.7293923 y
4115835.73896554 |
|||||||||||||||||||||||||||||||||||||
| 05243 | 7616 0880 X | 5243 | — | U.S. 281 | CREEK | 7616 0880 X | 2-10X8X44.2ft. RCB | 1937 | 36.92457778 | -98.64798333 | 23.95 | 38.799 | — | 2 | 30 | 2 | 28.799 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 71.6 | Fair (5) | 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 | 1300 | 2022 | 2 | Unmatched |
|
Raw data
OBJECTID
4655 BRKEY
5243 NBI No.
5243 On Under
1 Structure No.
7616 0880 X Control No.
016 Lane Ind.
Milepoint
08800 Facility Carried
U.S. 281 Feature Intersected
CREEK Division
06 County
151 Location
8.8 MI N JCT US-64 Sufficiency
71.6 Kind Hwy
2 Level Service
1 Route No.
00281 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
28.799 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
1937 ADT Total
1300 ADT Year
2022 Design Load
H 20 Skew
30 No. Main Spans
2 Road Width
28.799 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
22.001 Span Type Main
M Material
1 - Concrete Design
19 Length
23.95 Deck Width
38.799 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
5 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
36 HS Inv. Rating Method
1 HS Inv. Method
21.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2080 Future ADT Year
2042 Bypass Detour
37.903642 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
nr Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
05243 ODOT County
76 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10X8X44.2ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7616 0880 X H Index
91.6058 Latitude
36:55:28.48 Longitude
-98:38:52.74 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 281 Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
2 Local Bridge ID
-1 NBI Text
05243 Vault Link
http://plansrv1/bridgemaintvault/b05243 GIS FO/SD
Meets Standards H Inv. Method
13.8 Latitude DD
36.92457778 Longitude DD
-98.64798333 ODOT County Number
76 Maint. Dist.
6 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4655 x
-10981443.2720789 y
4428599.11010311 |
|||||||||||||||||||||||||||||||||||||
| 05242 | 3710 0853 X | 5242 | — | S.H. 33 | WALNUT CREEK | 3710 0853 X | 2-10ft. X 10ft. X 39ft. R.C. BOX | 1937 | 35.85216667 | -97.78238333 | 20.997 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 71.4 | Fair (5) | 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 | 1900 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4654 BRKEY
5242 NBI No.
5242 On Under
1 Structure No.
3710 0853 X Control No.
010 Lane Ind.
Milepoint
08530 Facility Carried
S.H. 33 Feature Intersected
WALNUT CREEK Division
04 County
073 Location
8.7 MI E JCT US 81 Sufficiency
71.4 Kind Hwy
3 Level Service
1 Route No.
00033 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
38.999 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
1937 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
3 Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
20.997 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 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
36 HS Inv. Rating Method
1 HS Inv. Method
21.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3040 Future ADT Year
2042 Bypass Detour
52.816551 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
05242 ODOT County
37 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft. X 10ft. X 39ft. R.C. BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3710 0853 X H Index
98.3903 Latitude
35:51:07.8 Longitude
-97:46:56.58 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 33 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
NBI Text
05242 Vault Link
http://plansrv1/bridgemaintvault/b05242 GIS FO/SD
Meets Standards H Inv. Method
13.8 Latitude DD
35.85216667 Longitude DD
-97.78238333 ODOT County Number
37 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4654 x
-10885085.1208483 y
4280298.75381901 |
|||||||||||||||||||||||||||||||||||||
| 05241 | 0114 0747 X | 5241 | — | S.H. 51 | STONEY BRANCH CREEK | 0114 0747 X | 2-10ft.X 10ft.X 98ft. R.C. BOX | 1937 | 35.84925 | -94.69071389 | 22.966 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 78.2 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Fair (5) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 4000 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4653 BRKEY
5241 NBI No.
5241 On Under
1 Structure No.
0114 0747 X Control No.
014 Lane Ind.
Milepoint
07470 Facility Carried
S.H. 51 Feature Intersected
STONEY BRANCH CREEK Division
01 County
001 Location
7.4 MI.SE.CHEROKEE CL Sufficiency
78.2 Kind Hwy
3 Level Service
1 Route No.
00051 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
32.031 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
1937 ADT Total
4000 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
20 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
1 TSF Transition
N TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
5 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
49.1 HS Inv. Rating Method
2 HS Inv. Method
36 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
6400 Future ADT Year
2042 Bypass Detour
31.068559 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
05241 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 10ft.X 98ft. R.C. BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0114 0747 X H Index
96.7023 Latitude
35:50:57.3 Longitude
-94:41:26.57 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 51 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
05241 NBI Text
05241 Vault Link
http://plansrv1/bridgemaintvault/b05241 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
35.84925 Longitude DD
-94.69071389 ODOT County Number
1 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
4653 x
-10540922.0530864 y
4279898.18148843 |
|||||||||||||||||||||||||||||||||||||
| 05240 | 1022R0667 X | 5240 | — | S.H. 76 | CREEK | 1022R0667 X | 2-10ft.X 5ft.X 37ft. R.C.BOX, DETOUR CARRIES TRAFFIC | 1937 | 34.25666667 | -97.49166667 | 22.966 | 38.999 | — | 2 | 0 | 2 | 37.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, posting would be required but bridge is exempt (D) | 25 | Critical (2) | 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 | 3300 | 1999 | 4 | Unmatched |
|
Raw data
OBJECTID
4652 BRKEY
5240 NBI No.
5240 On Under
1 Structure No.
1022R0667 X Control No.
022 Lane Ind.
Milepoint
06670 Facility Carried
S.H. 76 Feature Intersected
CREEK Division
07 County
019 Location
6.9 MI N JCT US 70 Sufficiency
25 Kind Hwy
3 Level Service
1 Route No.
00076 Service Type On
1 Service Type Off
5 Vertical Clearance
_ 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
1937 ADT Total
3300 ADT Year
1999 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
37.001 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
02 Appr. Roadway Width
36.001 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
38.999 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
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
2 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 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
3600 Future ADT Year
2017 Bypass Detour
49.709695 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
05240 ODOT County
10 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 5ft.X 37ft. R.C.BOX, DETOUR CARRIES TRAFFIC Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1022R0667 X H Index
100 Latitude
34:15:24 Longitude
-97:29:30 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
S.H. 76 Scour
6 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
05240 Vault Link
http://plansrv1/bridgemaintvault/b05240 GIS FO/SD
Meets Standards H Inv. Method
0 Latitude DD
34.25666667 Longitude DD
-97.49166667 ODOT County Number
10 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
4652 x
-10852722.690292 y
4063318.37779981 |
|||||||||||||||||||||||||||||||||||||
| 05239 | 4726 0663 X | 5239 | — | U.S. 412 | CREEK | 4726 0663 X | 2-10ft. X 3ft. X 88.3ft. | 1937 | 36.41347778 | -98.77143889 | 20.997 | 88.301 | — | 2 | 0 | 2 | 86.299 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 92.3 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 2100 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4651 BRKEY
5239 NBI No.
5239 On Under
1 Structure No.
4726 0663 X Control No.
026 Lane Ind.
Milepoint
06630 Facility Carried
U.S. 412 Feature Intersected
CREEK Division
06 County
093 Location
6.9 MI E JCT US 281 Sufficiency
92.3 Kind Hwy
2 Level Service
1 Route No.
00412 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
86.299 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
1937 ADT Total
2100 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
86.299 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
20.997 Deck Width
88.301 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60.4 HS Inv. Rating Method
1 HS Inv. Method
36.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3360 Future ADT Year
2042 Bypass Detour
47.22421 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
05239 ODOT County
47 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft. X 3ft. X 88.3ft. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4726 0663 X H Index
97.68 Latitude
36:24:48.52 Longitude
-98:46:17.18 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 412 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
05239 Vault Link
http://plansrv1/bridgemaintvault/b05239 GIS FO/SD
Meets Standards H Inv. Method
20.1 Latitude DD
36.41347778 Longitude DD
-98.77143889 ODOT County Number
47 Maint. Dist.
6 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
4651 x
-10995186.2821537 y
4357665.44847122 |
|||||||||||||||||||||||||||||||||||||
| 05050 | 6002R0813 X | 5050 | — | S.H. 18 | R.R. & CITY ST UNDER | 6002R0813 X | 77ft.,71ft.,56ft.,54ft.,51ft., | 1901 | 35.98166667 | -96.78166667 | 1469.16 | 33.999 | — | 36 | 0 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 32.9 | Poor (4) | Serious (3) | Poor (4) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | B | 6430 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
4642 BRKEY
5050 NBI No.
5050 On Under
1 Structure No.
6002R0813 X Control No.
002 Lane Ind.
Milepoint
08131 Facility Carried
S.H. 18 Feature Intersected
R.R. & CITY ST UNDER Division
04 County
119 Location
IN CUSHING Sufficiency
32.9 Kind Hwy
3 Level Service
1 Route No.
00018 Service Type On
5 Service Type Off
4 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
14 - Other Principal Arterial (Urban) Year Built
1901 ADT Total
6430 ADT Year
1999 Design Load
H 15 Skew
0 No. Main Spans
36 Road Width
23.999 Ref. Underclearance Rt.
R Underclearance Right
7.999 Underclearance Left
6.001 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
52.001 Span Type Main
M Material
3 - Steel Design
02 Length
1469.16 Deck Width
33.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
9 Deck Rating
3 Super Rating
4 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
4 Deck Geometry
2 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
6 HS Operating Rating Method
2 HS Operating Rating
23.81 HS Inv. Rating Method
2 HS Inv. Method
23.81 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
6200 Future ADT Year
2019 Bypass Detour
1.242742 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
05050 ODOT County
60 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
3.999 Rt. Curb SW
3.999 Description
77ft.,71ft.,56ft.,54ft.,51ft., Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6002R0813 X H Index
100 Latitude
35:58:54 Longitude
-96:46:54 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 18 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
05050 Vault Link
http://plansrv1/bridgemaintvault/b05050 GIS FO/SD
SD H Inv. Method
18.85 Latitude DD
35.98166667 Longitude DD
-96.78166667 ODOT County Number
60 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
4642 x
-10773685.8518287 y
4298099.02724821 |
|||||||||||||||||||||||||||||||||||||
| 05049 | 2704R0082 X | 5049 | — | U.S. 60 | SALT FORK ARKANSAS RIVER | 2704 0082 X | 11-100ft. PONY TRUSS & 2-60 | 1936 | 36.66958611 | -97.78989167 | 1243.11 | 25 | — | 11 | 0 | 2 | 23.999 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 31.7 | 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 | 1100 | 2011 | 4 | Unmatched |
|
Raw data
OBJECTID
4641 BRKEY
5049 NBI No.
5049 On Under
1 Structure No.
2704R0082 X Control No.
004 Lane Ind.
Milepoint
00820 Facility Carried
U.S. 60 Feature Intersected
SALT FORK ARKANSAS RIVER Division
04 County
053 Location
1 MI E JCT US 81 Sufficiency
31.7 Kind Hwy
2 Level Service
1 Route No.
00060 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
1936 ADT Total
1100 ADT Year
2011 Design Load
H 15 Skew
0 No. Main Spans
11 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
27.999 Span Type Main
M Material
3 - Steel Design
10 Length
1243.11 Deck Width
25 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
4 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
36.046 HS Inv. Rating Method
1 HS Inv. Method
21.605 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1760 Future ADT Year
2031 Bypass Detour
29.825817 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
-1 Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
05049 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 Rt. Curb SW
0 Description
11-100ft. PONY TRUSS & 2-60 Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
2704 0082 X H Index
68.3452 Latitude
36:40:10.51 Longitude
-97:47:23.61 I257A
1 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
U.S. 60 Scour
5 Design Structure
10 - Truss - Thru FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
05049 Vault Link
http://plansrv1/bridgemaintvault/b05049 GIS FO/SD
SD H Inv. Method
14.551 Latitude DD
36.66958611 Longitude DD
-97.78989167 ODOT County Number
27 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4641 x
-10885920.9454338 y
4393150.87851024 |
|||||||||||||||||||||||||||||||||||||
| 05048 | 6602R0368WX | 5048 | — | S.H. 66 SB | BIRD CREEK & ROAD UNDER | 6602 0368WX | 6-HI TRUSS SPANS | 1936 | 36.20818889 | -95.72521389 | 824.147 | 26.903 | — | 6 | 0 | 2 | 23.95 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Closed (K) | 2 | Failed (0) | Serious (3) | Serious (3) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | B | 8750 | 2009 | 4 | Unmatched |
|
Raw data
OBJECTID
4640 BRKEY
5048 NBI No.
5048 On Under
1 Structure No.
6602R0368WX Control No.
002 Lane Ind.
W Milepoint
03680 Facility Carried
S.H. 66 SB Feature Intersected
BIRD CREEK & ROAD UNDER Division
08 County
131 Location
3.3 MI N JCT I-44 Sufficiency
2 Kind Hwy
3 Level Service
1 Route No.
00066 Service Type On
1 Service Type Off
6 Vertical Clearance
Y Horizontal Clearance
23.95 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1936 ADT Total
8750 ADT Year
2009 Design Load
H 15 Skew
0 No. Main Spans
6 Road Width
23.95 Ref. Underclearance Rt.
H Underclearance Right
17.06 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
37.073 Span Type Main
M Material
3 - Steel Design
10 Length
824.147 Deck Width
26.903 Bridge Open Closed
K TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
3 Super Rating
3 Sub Rating
6 Chan. Rating
7 Culv. Rating
N Structure Rating
0 Deck Geometry
0 Underclearance
6 Bridge Posting
0 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
0 HS Inv. Rating Method
1 HS Inv. Method
0 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
14000 Future ADT Year
2029 Bypass Detour
11.806053 School Bus Rte.
3 Posted Weight
CLOSED Posted Speed Limit
NA Narrow or 1 Lane
N Advanced Warning Sign
Y Existing Posting
1408 Max Measured Clearance
1501 Min Measured Clearance
1501 NBI Rating
05048 ODOT County
66 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
6-HI TRUSS SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6602 0368WX H Index
54.1043 Latitude
36:12:29.48 Longitude
-95:43:30.77 I257A
0 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
S.H. 66 SB Scour
7 Design Structure
10 - Truss - Thru FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
05048 Vault Link
http://plansrv1/bridgemaintvault/b05048 GIS FO/SD
SD H Inv. Method
0 Latitude DD
36.20818889 Longitude DD
-95.72521389 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
4640 x
-10656082.066312 y
4329305.78482085 |
|||||||||||||||||||||||||||||||||||||
| 05047 | 4206R1442 X | 5047 | — | S.H. 33 | COTTONWOOD CK/ST/BNSF | 4206 1442 X | 70ft.,4-60ft.,4-50ft.,42ft.,2-40ft.,34ft.,3-30ft. I-BM. W/ 2-4ft. SDWK. BR. UNDR O.P. 3 | 1936 | 35.88006389 | -97.43052222 | 757.874 | 33.999 | — | 16 | 0 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 3.6 | Serious (3) | Serious (3) | Poor (4) | Serious (3) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | B | 12200 | 2015 | 4 | Unmatched |
|
Raw data
OBJECTID
4639 BRKEY
5047 NBI No.
5047 On Under
1 Structure No.
4206R1442 X Control No.
006 Lane Ind.
Milepoint
14420 Facility Carried
S.H. 33 Feature Intersected
COTTONWOOD CK/ST/BNSF Division
04 County
083 Location
14.8 E KINGFISHER CO Sufficiency
3.6 Kind Hwy
3 Level Service
1 Route No.
00033 Service Type On
5 Service Type Off
8 Vertical Clearance
Y Horizontal Clearance
23.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1936 ADT Total
12200 ADT Year
2015 Design Load
H 15 Skew
0 No. Main Spans
16 Road Width
23.999 Ref. Underclearance Rt.
H Underclearance Right
0.4 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
51.001 Span Type Main
M Material
3 - Steel Design
02 Length
757.874 Deck Width
33.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
3 Super Rating
4 Sub Rating
3 Chan. Rating
6 Culv. Rating
N Structure Rating
3 Deck Geometry
2 Underclearance
2 Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
37.7 HS Inv. Rating Method
1 HS Inv. Method
22.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
19520 Future ADT Year
2035 Bypass Detour
45.981468 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
35 Narrow or 1 Lane
N Advanced Warning Sign
Y Existing Posting
1107 Max Measured Clearance
1207 Min Measured Clearance
1109 NBI Rating
05047 ODOT County
42 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
2 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
3.999 Rt. Curb SW
3.999 Description
70ft.,4-60ft.,4-50ft.,42ft.,2-40ft.,34ft.,3-30ft. I-BM. W/ 2-4ft. SDWK. BR. UNDR O.P. 3 Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4206 1442 X H Index
53.3877 Latitude
35:52:48.23 Longitude
-97:25:49.88 I257A
1 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 33 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
05047 Vault Link
http://plansrv1/bridgemaintvault/b05047 GIS FO/SD
SD H Inv. Method
14.2 Latitude DD
35.88006389 Longitude DD
-97.43052222 ODOT County Number
42 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
4639 x
-10845916.1212531 y
4284130.8728993 |
|||||||||||||||||||||||||||||||||||||
| 04952 | 1302 3277 X | 4952 | — | U.S. 56 | CREEK | 1302 3277 X | 5-10ft.X 4ft.X 112ft. R.C.BOX | 1936 | 36.72898333 | -102.49389444 | 55.118 | 112.001 | — | 5 | 0 | 5 | 100 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 99.2 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 5900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
4634 BRKEY
4952 NBI No.
4952 On Under
1 Structure No.
1302 3277 X Control No.
002 Lane Ind.
Milepoint
32770 Facility Carried
U.S. 56 Feature Intersected
CREEK Division
06 County
025 Location
0.3 MI. W. JCT. US287 Sufficiency
99.2 Kind Hwy
2 Level Service
1 Route No.
00056 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
97.999 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
1936 ADT Total
5900 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
5 Road Width
100 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
5 Fill RCB
3 Appr. Roadway Width
73.999 Span Type Main
M Material
1 - Concrete Design
19 Length
55.118 Deck Width
112.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
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
108.2 HS Inv. Rating Method
1 HS Inv. Method
64.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
9440 Future ADT Year
2042 Bypass Detour
1.864114 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
04952 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
5-10ft.X 4ft.X 112ft. R.C.BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1302 3277 X H Index
97.4072 Latitude
36:43:44.34 Longitude
-102:29:38.02 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 56 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
04952 Vault Link
http://plansrv1/bridgemaintvault/b04952 GIS FO/SD
Meets Standards H Inv. Method
36.4 Latitude DD
36.72898333 Longitude DD
-102.49389444 ODOT County Number
13 Maint. Dist.
6 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
4634 x
-11409568.1384803 y
4401397.58372186 |
|||||||||||||||||||||||||||||||||||||
| 04951 | 1806 1152 X | 4951 | — | U.S. 60 | LOCUST CREEK | 1806 1152 X | 5-10ft. X 7ft. X 36ft. R.C. BOX WITH CONC. HANDRAILS | 1936 | 36.62691667 | -95.04340556 | 56.102 | 0 | — | 5 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 81.7 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 6000 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4633 BRKEY
4951 NBI No.
4951 On Under
1 Structure No.
1806 1152 X Control No.
006 Lane Ind.
Milepoint
11520 Facility Carried
U.S. 60 Feature Intersected
LOCUST CREEK Division
08 County
035 Location
5.4 MI E TURNPIKE Sufficiency
81.7 Kind Hwy
2 Level Service
1 Route No.
00060 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
33.999 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
1936 ADT Total
6000 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
AG Appr. Roadway Width
36.001 Span Type Main
M Material
1 - Concrete Design
19 Length
56.102 Deck Width
0 Bridge Open Closed
A TSF Rail
1 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
8 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
55.4 HS Inv. Rating Method
1 HS Inv. Method
33.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
9600 Future ADT Year
2042 Bypass Detour
42.874612 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
04951 ODOT County
18 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 7ft. X 36ft. R.C. BOX WITH CONC. HANDRAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1806 1152 X H Index
49.9468 Latitude
36:37:36.9 Longitude
-95:02:36.26 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 60 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
04951 Vault Link
http://plansrv1/bridgemaintvault/b04951 GIS FO/SD
Meets Standards H Inv. Method
19.8 Latitude DD
36.62691667 Longitude DD
-95.04340556 ODOT County Number
18 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4633 x
-10580183.5101978 y
4387230.58526296 |
|||||||||||||||||||||||||||||||||||||
| 05232 | 4726R0068 X | 5232 | — | S.H. 15 | CREEK | 4726 0068 X | 2-10ft. X 7ft. X 125.3ft. | 1937 | 36.41948056 | -98.87665278 | 20.997 | 125.299 | — | 2 | 0 | 2 | 100 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 89.3 | 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) | B | 2100 | 2014 | 4 | Unmatched |
|
Raw data
OBJECTID
4632 BRKEY
5232 NBI No.
5232 On Under
1 Structure No.
4726R0068 X Control No.
026 Lane Ind.
Milepoint
00680 Facility Carried
S.H. 15 Feature Intersected
CREEK Division
06 County
093 Location
0.7 MI E JCT US 281 Sufficiency
89.3 Kind Hwy
3 Level Service
1 Route No.
00015 Service Type On
1 Service Type Off
5 Vertical Clearance
n Horizontal Clearance
99.9 Bridge System
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
1937 ADT Total
2100 ADT Year
2014 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
100 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
10 Appr. Roadway Width
27.999 Span Type Main
M Material
1 - Concrete Design
19 Length
20.997 Deck Width
125.299 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.053 HS Inv. Rating Method
1 HS Inv. Method
36.046 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3360 Future ADT Year
2034 Bypass Detour
47.22421 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
05232 ODOT County
47 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft. X 7ft. X 125.3ft. Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4726 0068 X H Index
94.2025 Latitude
36:25:10.13 Longitude
-98:52:35.95 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
05232 Vault Link
http://plansrv1/bridgemaintvault/b05232 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
36.41948056 Longitude DD
-98.87665278 ODOT County Number
47 Maint. Dist.
6 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
4632 x
-11006898.6388129 y
4358495.82903818 |
|||||||||||||||||||||||||||||||||||||
| 05231 | 5308 0019 X | 5231 | — | U.S. 169 | CREEK | 5308 0019 X | 2-10ft. X 4ft. X 37ft. R.C. BOX | 1937 | 36.70275278 | -95.62971944 | 22.999 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 79.3 | Poor (4) | 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 | 6800 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4631 BRKEY
5231 NBI No.
5231 On Under
1 Structure No.
5308 0019 X Control No.
008 Lane Ind.
Milepoint
00190 Facility Carried
U.S. 169 Feature Intersected
CREEK Division
08 County
105 Location
0.2 MI N JCT US 60 Sufficiency
79.3 Kind Hwy
2 Level Service
1 Route No.
00169 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
26.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1937 ADT Total
6800 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
FG Appr. Roadway Width
26.001 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
7 Culv. Rating
6 Structure Rating
4 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
36 HS Inv. Rating Method
1 HS Inv. Method
21.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
10880 Future ADT Year
2042 Bypass Detour
1.242742 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
05231 ODOT County
53 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft. X 4ft. X 37ft. R.C. BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5308 0019 X H Index
96.2406 Latitude
36:42:09.91 Longitude
-95:37:46.99 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 169 Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
05231 Vault Link
http://plansrv1/bridgemaintvault/b05231 GIS FO/SD
Meets Standards H Inv. Method
13.8 Latitude DD
36.70275278 Longitude DD
-95.62971944 ODOT County Number
53 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
4631 x
-10645451.6727644 y
4397754.95057856 |
|||||||||||||||||||||||||||||||||||||
| 05046 | 5504 1150SX | 5046 | — | U.S. 62 | CHOCTAW RD & UP R.R. UND | 5504 1150SX | 72ft.,70ft.,62ft.,11-40ft., 39ft.,37ft.,30ft. I-BM. SPANS | 1936 | 35.493117 | -97.265239 | 756.001 | 33.799 | — | 17 | 0 | 2 | 32.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 70.4 | Fair (5) | Fair (5) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | C | 5700 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4620 BRKEY
5046 NBI No.
5046 On Under
1 Structure No.
5504 1150SX Control No.
004 Lane Ind.
S Milepoint
11500 Facility Carried
U.S. 62 Feature Intersected
CHOCTAW RD & UP R.R. UND Division
04 County
109 Location
11.5 MI E OF JCT I-35 Sufficiency
70.4 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
4 Vertical Clearance
Y Horizontal Clearance
32.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1936 ADT Total
5700 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
17 Road Width
32.001 Ref. Underclearance Rt.
H Underclearance Right
5.499 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
36.001 Span Type Main
M Material
3 - Steel Design
02 Length
756.001 Deck Width
33.799 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
6 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
44 HS Inv. Rating Method
1 HS Inv. Method
26 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
9120 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
Y Existing Posting
1401 Max Measured Clearance
1610 Min Measured Clearance
1601 NBI Rating
05046 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
72ft.,70ft.,62ft.,11-40ft., 39ft.,37ft.,30ft. I-BM. SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5504 1150SX H Index
77.953 Latitude
35:29:35.22 Longitude
-97:15:54.86 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
U.S. 62 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
027A NBI Text
05046 Vault Link
http://plansrv1/bridgemaintvault/b05046 GIS FO/SD
Meets Standards H Inv. Method
18 Latitude DD
35.493117 Longitude DD
-97.265239 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
4620 x
-10827516.877366 y
4231097.34383063 |
|||||||||||||||||||||||||||||||||||||
| 05045 | 0836R0069 X | 5045 | — | S.H. 58 | WASHITA RIVER | 0836 0069 X | 2-100ft. PONY TRUSS & | 1936 | 35.112925 | -98.60324167 | 747.047 | 27.001 | — | 2 | 0 | 2 | 23.999 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 24.8 | 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) | B | 2200 | 2016 | 4 | Unmatched |
|
Raw data
OBJECTID
4619 BRKEY
5045 NBI No.
5045 On Under
1 Structure No.
0836R0069 X Control No.
036 Lane Ind.
Milepoint
00690 Facility Carried
S.H. 58 Feature Intersected
WASHITA RIVER Division
07 County
015 Location
.7 MI N JCT SH 9 Sufficiency
24.8 Kind Hwy
3 Level Service
1 Route No.
00058 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
1936 ADT Total
2200 ADT Year
2016 Design Load
H 15 Skew
0 No. Main Spans
2 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
27.999 Span Type Main
M Material
3 - Steel Design
10 Length
747.047 Deck Width
27.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
4 Super Rating
4 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
4 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
40.014 HS Inv. Rating Method
1 HS Inv. Method
24.03 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3520 Future ADT Year
2036 Bypass Detour
29.204446 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
50 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
05045 ODOT County
08 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-100ft. PONY TRUSS & Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
0836 0069 X H Index
71.1932 Latitude
35:06:46.53 Longitude
-98:36:11.67 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
S.H. 58 Scour
8 Design Structure
10 - Truss - Thru FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
87 NBI Text
05045 Vault Link
http://plansrv1/bridgemaintvault/b05045 GIS FO/SD
SD H Inv. Method
15.763 Latitude DD
35.112925 Longitude DD
-98.60324167 ODOT County Number
8 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
4619 x
-10976462.6532705 y
4179237.80934958 |
|||||||||||||||||||||||||||||||||||||
| 05042 | 2802R1734 X | 5042 | — | U.S. 283 | ELM FORK RED RIVER O'FLO | 2802 1734 X | 14-22ft. CONC. SLAB SPANS | 1936 | 34.930203 | -99.502258 | 314.961 | 27.001 | — | 14 | 0 | 2 | 24.003 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 58.1 | Fair (5) | Fair (5) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 1600 | 2018 | 4 | Unmatched |
|
Raw data
OBJECTID
4616 BRKEY
5042 NBI No.
5042 On Under
1 Structure No.
2802R1734 X Control No.
002 Lane Ind.
Milepoint
17340 Facility Carried
U.S. 283 Feature Intersected
ELM FORK RED RIVER O'FLO Division
05 County
055 Location
4.1 MI N JCT S.H. 34 Sufficiency
58.1 Kind Hwy
2 Level Service
1 Route No.
00283 Service Type On
1 Service Type Off
9 Vertical Clearance
_ Horizontal Clearance
24.003 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
1936 ADT Total
1600 ADT Year
2018 Design Load
H 20 Skew
0 No. Main Spans
14 Road Width
24.003 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38.002 Span Type Main
M Material
1 - Concrete Design
01 Length
314.961 Deck Width
27.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
7 Deck Rating
5 Super Rating
5 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
2 Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
49.3 HS Inv. Rating Method
1 HS Inv. Method
29.53 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2560 Future ADT Year
2038 Bypass Detour
21.12662 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
05042 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
1.499 Rt. Curb SW
1.499 Description
14-22ft. CONC. SLAB SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
2802 1734 X H Index
79.8434 Latitude
34:55:48.73 Longitude
-99:30:08.13 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 283 Scour
8 Design Structure
1 - Slab FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
05042 Vault Link
http://plansrv1/bridgemaintvault/b05042 GIS FO/SD
FO H Inv. Method
16.41 Latitude DD
34.930203 Longitude DD
-99.502258 ODOT County Number
28 Maint. Dist.
5 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4616 x
-11076540.6933409 y
4154400.0512532 |
|||||||||||||||||||||||||||||||||||||
| 05041 | 4724R0241 X | 5041 | — | U.S. 412 | MAIN CREEK | 4724R0241 X | 6-50ft. I-BM. SPANS | 1936 | 36.42 | -98.91666667 | 301.837 | 27.001 | — | 6 | 0 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 30.8 | Poor (4) | Poor (4) | Poor (4) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 2000 | 2002 | 4 | Unmatched |
|
Raw data
OBJECTID
4615 BRKEY
5041 NBI No.
5041 On Under
1 Structure No.
4724R0241 X Control No.
024 Lane Ind.
Milepoint
02410 Facility Carried
U.S. 412 Feature Intersected
MAIN CREEK Division
06 County
093 Location
1.6 MI W JCT US 281 Sufficiency
30.8 Kind Hwy
2 Level Service
1 Route No.
00412 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
02 - Principal Arterial Other (Rural) Year Built
1936 ADT Total
2000 ADT Year
2002 Design Load
H 20 Skew
0 No. Main Spans
6 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
24.006 Span Type Main
M Material
3 - Steel Design
02 Length
301.837 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.
7 Deck Rating
4 Super Rating
4 Sub Rating
4 Chan. Rating
6 Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
45.085 HS Inv. Rating Method
1 HS Inv. Method
27.007 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3200 Future ADT Year
2022 Bypass Detour
65.243975 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
05041 ODOT County
47 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
6-50ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4724R0241 X H Index
59.8638 Latitude
36:25:12 Longitude
-98:55:00 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
U.S. 412 Scour
3 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
05041 Vault Link
http://plansrv1/bridgemaintvault/b05041 GIS FO/SD
SD H Inv. Method
20.944 Latitude DD
36.42 Longitude DD
-98.91666667 ODOT County Number
47 Maint. Dist.
6 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
4615 x
-11011352.9646724 y
4358567.68757599 |
|||||||||||||||||||||||||||||||||||||
| 04950 | 5728R0659 X | 4950 | — | S.H. 99 | HOSKAHOMI CREEK | 5728R0659 X | 1 (100ft.) PCB 42ft.RDY | 1936 | 36.39833333 | -96.39 | 58.071 | 27.001 | — | 1 | 0 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 53.6 | Satisfactory (6) | Good (7) | Excellent (9) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 3110 | 1999 | 4 | Unmatched |
|
Raw data
OBJECTID
4614 BRKEY
4950 NBI No.
4950 On Under
1 Structure No.
5728R0659 X Control No.
028 Lane Ind.
Milepoint
06590 Facility Carried
S.H. 99 Feature Intersected
HOSKAHOMI CREEK Division
08 County
113 Location
6.8 MI. N. PAWNEE CO Sufficiency
53.6 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
1936 ADT Total
3110 ADT Year
1999 Design Load
H 20 Skew
0 No. Main Spans
1 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
40 Span Type Main
M Material
3 - Steel Design
02 Length
58.071 Deck Width
27.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
9 Deck Rating
7 Super Rating
9 Sub Rating
7 Chan. Rating
9 Culv. Rating
N Structure Rating
6 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
24.802 HS Inv. Rating Method
2 HS Inv. Method
24.802 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
3100 Future ADT Year
2017 Bypass Detour
47.22421 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
04950 ODOT County
57 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
1 (100ft.) PCB 42ft.RDY Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5728R0659 X H Index
100 Latitude
36:23:54 Longitude
-96:23:24 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 99 Scour
6 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
04950 Vault Link
http://plansrv1/bridgemaintvault/b04950 GIS FO/SD
Meets Standards H Inv. Method
19.842 Latitude DD
36.39833333 Longitude DD
-96.39 ODOT County Number
57 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4614 x
-10730085.7175636 y
4355570.76143602 |
|||||||||||||||||||||||||||||||||||||
| 04949 | 3314 0115 X | 4949 | — | S.H. 34 | CREEK | 3314 0115 X | 5-10ft.X8ft.X30ft. RDY. R.C.BOX W/ CONC. TRAFFIC RAILS | 1936 | 34.67815833 | -99.561525 | 56.102 | 32.001 | — | 5 | 0 | 2 | 30 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 97.5 | 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 | 420 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4613 BRKEY
4949 NBI No.
4949 On Under
1 Structure No.
3314 0115 X Control No.
014 Lane Ind.
Milepoint
01150 Facility Carried
S.H. 34 Feature Intersected
CREEK Division
05 County
065 Location
1.2 MI N JCT U.S. 62 Sufficiency
97.5 Kind Hwy
3 Level Service
1 Route No.
00034 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
30 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1936 ADT Total
420 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
N No. Lanes
2 Fill RCB
AG Appr. Roadway Width
36.001 Span Type Main
M Material
1 - Concrete Design
19 Length
56.102 Deck Width
32.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
54.9 HS Inv. Rating Method
1 HS Inv. Method
32.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
672 Future ADT Year
2042 Bypass Detour
34.999911 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
04949 ODOT County
33 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
5-10ft.X8ft.X30ft. RDY. R.C.BOX W/ CONC. TRAFFIC RAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3314 0115 X H Index
96.5126 Latitude
34:40:41.37 Longitude
-99:33:41.49 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 34 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
04949 Vault Link
http://plansrv1/bridgemaintvault/b04949 GIS FO/SD
Meets Standards H Inv. Method
19.6 Latitude DD
34.67815833 Longitude DD
-99.561525 ODOT County Number
33 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
4613 x
-11083138.2656018 y
4120229.70617823 |
|||||||||||||||||||||||||||||||||||||
| 04948 | 4428 0045 X | 4948 | — | BNSF R.R. | S.H. 59 UNDER | 4428 0045 X | 59ft.-1ft. GIRDER SPANS | 1936 | 34.91338611 | -97.30331389 | 59.055 | 8.858 | — | 1 | 35 | 2 | 21.66 | 3 - Steel | Girder and Floorbeam System (03) | M | Concrete cast-in-place (1) | ! | -2 | Not applicable (N) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Not applicable (N) | 27 - Railroad | 27 - Railroad | 1 - On Highway | 07 - Major Collector (Rural) | H | 1900 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4612 BRKEY
4948 NBI No.
4948 On Under
2 Structure No.
4428 0045 X Control No.
028 Lane Ind.
Milepoint
00450 Facility Carried
BNSF R.R. Feature Intersected
S.H. 59 UNDER Division
03 County
087 Location
0.5 MI. E. JCT. US77 Sufficiency
-2 Kind Hwy
3 Level Service
1 Route No.
00059 Service Type On
2 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
28.999 Bridge System
H Owner
27 - Railroad Custodian
27 - Railroad Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1936 ADT Total
1900 ADT Year
2022 Design Load
Railroad Skew
35 No. Main Spans
1 Road Width
21.66 Ref. Underclearance Rt.
H Underclearance Right
1.64 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
21.66 Span Type Main
M Material
3 - Steel Design
03 Length
59.055 Deck Width
8.858 Bridge Open Closed
! 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
N Culv. Rating
N Structure Rating
N Deck Geometry
N Underclearance
2 Bridge Posting
0 Waterway Adequacy
N Approach Alignment
! HS Operating Rating Method
! HS Operating Rating
0 HS Inv. Rating Method
! HS Inv. Method
0 H Operating Rating
! H Inv. Rating Method
! Future ADT
3040 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
Y Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
04948 ODOT County
44 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
9 Lft. Curb SW
0 Rt. Curb SW
0 Description
59ft.-1ft. GIRDER SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4428 0045 X H Index
-1 Latitude
34:54:48.19 Longitude
-97:18:11.93 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
0 Roadway Name
S.H. 59 UNDER Scour
N Design Structure
3 - Girder and Floorbeam System FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
04948 Vault Link
http://plansrv1/bridgemaintvault/b04948 GIS FO/SD
FO H Inv. Method
0 Latitude DD
34.91338611 Longitude DD
-97.30331389 ODOT County Number
44 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
4612 x
-10831755.3547329 y
4152116.88305404 |
|||||||||||||||||||||||||||||||||||||
| 05040 | 6356R0070 X | 5040 | — | S.H. 102 | N. CANADIAN RIVER | 6356 0070 X | 3-40ft. CG 100ft. 3-40ft.C | 1936 | 35.44541111 | -97.09071944 | 339.895 | 27.999 | — | 6 | 0 | 2 | 25 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 34 | Poor (4) | Poor (4) | Poor (4) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 4100 | 2014 | 4 | Unmatched |
|
Raw data
OBJECTID
4596 BRKEY
5040 NBI No.
5040 On Under
1 Structure No.
6356R0070 X Control No.
056 Lane Ind.
Milepoint
00700 Facility Carried
S.H. 102 Feature Intersected
N. CANADIAN RIVER Division
03 County
125 Location
0.7 MI N OF SH 270 Sufficiency
34 Kind Hwy
3 Level Service
1 Route No.
00102 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
1936 ADT Total
4100 ADT Year
2014 Design Load
H 15 Skew
0 No. Main Spans
6 Road Width
25 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
23.999 Span Type Main
M Material
3 - Steel Design
02 Length
339.895 Deck Width
27.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
9 Deck Rating
4 Super Rating
4 Sub Rating
4 Chan. Rating
4 Culv. Rating
N Structure Rating
4 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
4 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
64.375 HS Inv. Rating Method
1 HS Inv. Method
43.652 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6560 Future ADT Year
2034 Bypass Detour
19.883878 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
05040 ODOT County
63 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
3-40ft. CG 100ft. 3-40ft.C Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6356 0070 X H Index
71.2979 Latitude
35:26:43.48 Longitude
-97:05:26.59 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
S.H. 102 Scour
4 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
05040 Vault Link
http://plansrv1/bridgemaintvault/b05040 GIS FO/SD
SD H Inv. Method
31.085 Latitude DD
35.44541111 Longitude DD
-97.09071944 ODOT County Number
63 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
4596 x
-10808089.4488134 y
4224576.69036159 |
|||||||||||||||||||||||||||||||||||||
| 05037 | 6718 1046 X | 5037 | — | BNSF R.R. | S.H. 56 UNDER | 6718 1046 X | 42ft.-38ft. I-BM, 73ft. DE | 1936 | 34.95339444 | -96.51963889 | 271.982 | 8.999 | — | 1 | 51 | 2 | 24.331 | 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 | 07 - Major Collector (Rural) | H | 1000 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4593 BRKEY
5037 NBI No.
5037 On Under
2 Structure No.
6718 1046 X Control No.
018 Lane Ind.
Milepoint
10460 Facility Carried
BNSF R.R. Feature Intersected
S.H. 56 UNDER Division
03 County
133 Location
.5 MI N SASAKWA Sufficiency
-2 Kind Hwy
3 Level Service
1 Route No.
00056 Service Type On
2 Service Type Off
1 Vertical Clearance
N Horizontal Clearance
24.331 Bridge System
H Owner
27 - Railroad Custodian
27 - Railroad Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1936 ADT Total
1000 ADT Year
2022 Design Load
Railroad Skew
51 No. Main Spans
1 Road Width
24.331 Ref. Underclearance Rt.
H Underclearance Right
1.499 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
24.331 Span Type Main
M Material
3 - Steel Design
02 Length
271.982 Deck Width
8.999 Bridge Open Closed
! 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
N Culv. Rating
N Structure Rating
N Deck Geometry
N Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
N HS Operating Rating Method
! HS Operating Rating
59.55 HS Inv. Rating Method
! HS Inv. Method
59.525 H Operating Rating
! H Inv. Rating Method
! Future ADT
1600 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
05037 ODOT County
67 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
9 Lft. Curb SW
0 Rt. Curb SW
0 Description
42ft.-38ft. I-BM, 73ft. DE Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6718 1046 X H Index
-1 Latitude
34:57:12.22 Longitude
-96:31:10.7 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
0 Roadway Name
S.H. 56 UNDER Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
05037 Vault Link
http://plansrv1/bridgemaintvault/b05037 GIS FO/SD
FO H Inv. Method
59.525 Latitude DD
34.95339444 Longitude DD
-96.51963889 ODOT County Number
67 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
4593 x
-10744517.0527854 y
4157549.43690609 |
|||||||||||||||||||||||||||||||||||||
| 05036 | 6802R0626 X | 5036 | — | U.S. 59 | LITTLE SALLISAW CREEK | 6802 0626 X | 100ft. PONY TRUSS 2-60ft. AND 40ft. I-BM. SPANS SK. 53 DEG.18ft.05ft. | 1936 | 35.41753889 | -94.80563056 | 267.001 | 27.001 | — | 1 | 37 | 2 | 23.999 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 52.3 | Fair (5) | Poor (4) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 3700 | 2005 | 4 | Unmatched |
|
Raw data
OBJECTID
4592 BRKEY
5036 NBI No.
5036 On Under
1 Structure No.
6802R0626 X Control No.
002 Lane Ind.
Milepoint
06260 Facility Carried
U.S. 59 Feature Intersected
LITTLE SALLISAW CREEK Division
01 County
135 Location
6.7 MI N LEFLORE CO. Sufficiency
52.3 Kind Hwy
2 Level Service
1 Route No.
00059 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
1936 ADT Total
3700 ADT Year
2005 Design Load
H 15 Skew
37 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
0 Appr. Roadway Width
30 Span Type Main
M Material
3 - Steel Design
10 Length
267.001 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.
5 Deck Rating
4 Super Rating
6 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
37.258 HS Inv. Rating Method
1 HS Inv. Method
22.377 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5920 Future ADT Year
2025 Bypass Detour
6 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
Y Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
05036 ODOT County
68 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
100ft. PONY TRUSS 2-60ft. AND 40ft. I-BM. SPANS SK. 53 DEG.18ft.05ft. Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6802 0626 X H Index
68.1186 Latitude
35:25:03.14 Longitude
-94:48:20.27 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
U.S. 59 Scour
7 Design Structure
10 - Truss - Thru FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
05036 Vault Link
http://plansrv1/bridgemaintvault/b05036 GIS FO/SD
SD H Inv. Method
14.44 Latitude DD
35.41753889 Longitude DD
-94.80563056 ODOT County Number
68 Maint. Dist.
1 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4592 x
-10553714.5182744 y
4220768.77993191 |
|||||||||||||||||||||||||||||||||||||
| 05035 | 5730R0420 X | 5035 | — | S.H. 99 | HOMINY CREEK | 5730R0420 X | 140ft. HI-TRUSS & 2-60 | 1936 | 36.47341389 | -96.3787 | 266.076 | 27.001 | — | 1 | 0 | 2 | 23.999 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 2 | Critical (2) | Critical (2) | Critical (2) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 2660 | 1999 | 4 | Unmatched |
|
Raw data
OBJECTID
4591 BRKEY
5035 NBI No.
5035 On Under
1 Structure No.
5730R0420 X Control No.
030 Lane Ind.
Milepoint
04200 Facility Carried
S.H. 99 Feature Intersected
HOMINY CREEK Division
08 County
113 Location
4.2 MI. N. JCT. SH20 Sufficiency
2 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
1936 ADT Total
2660 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
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
33.999 Span Type Main
M Material
3 - Steel Design
10 Length
266.076 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.
5 Deck Rating
2 Super Rating
2 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
2 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
5 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
23.81 HS Inv. Rating Method
2 HS Inv. Method
18.85 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
2500 Future ADT Year
2017 Bypass Detour
52.816551 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
05035 ODOT County
57 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
140ft. HI-TRUSS & 2-60 Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5730R0420 X H Index
63.5188 Latitude
36:28:24.29 Longitude
-96:22:43.32 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 99 Scour
8 Design Structure
10 - Truss - Thru FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
05035 Vault Link
http://plansrv1/bridgemaintvault/b05035 GIS FO/SD
SD H Inv. Method
18.85 Latitude DD
36.47341389 Longitude DD
-96.3787 ODOT County Number
57 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4591 x
-10728827.8073177 y
4365959.45185818 |
|||||||||||||||||||||||||||||||||||||
| 05238 | 0408R0506 X | 5238 | — | U.S. 83 | CREEK | 0408R0506 X | 2-10ft.X4ft.X 39.5ft. R.C. BOX WITH HANDRAILS. | 1937 | 36.56166667 | -100.82666667 | 20.997 | 39.501 | — | 2 | 0 | 2 | 37.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 94 | 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 | 1970 | 1999 | 4 | Unmatched |
|
Raw data
OBJECTID
4584 BRKEY
5238 NBI No.
5238 On Under
1 Structure No.
0408R0506 X Control No.
008 Lane Ind.
Milepoint
05060 Facility Carried
U.S. 83 Feature Intersected
CREEK Division
06 County
007 Location
5.2 MI.N. TEXAS ST.L Sufficiency
94 Kind Hwy
2 Level Service
1 Route No.
00083 Service Type On
1 Service Type Off
5 Vertical Clearance
_ 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
1937 ADT Total
1970 ADT Year
1999 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
37.001 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
02 Appr. Roadway Width
36.001 Span Type Main
M Material
1 - Concrete Design
19 Length
20.997 Deck Width
39.501 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
6 Structure Rating
6 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
48.612 HS Inv. Rating Method
2 HS Inv. Method
48.612 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
2000 Future ADT Year
2017 Bypass Detour
19.883878 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
05238 ODOT County
04 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.X 39.5ft. R.C. BOX WITH HANDRAILS. Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
0408R0506 X H Index
100 Latitude
36:33:42 Longitude
-100:49:36 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
U.S. 83 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
05238 Vault Link
http://plansrv1/bridgemaintvault/b05238 GIS FO/SD
Meets Standards H Inv. Method
35.715 Latitude DD
36.56166667 Longitude DD
-100.82666667 ODOT County Number
4 Maint. Dist.
6 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4584 x
-11223973.1920875 y
4378183.62196437 |
|||||||||||||||||||||||||||||||||||||
| 05237 | 1304 0494 X | 5237 | — | U.S. 64 | CREEK | 1304 0494 X | 2-10ft.X 3ft.X 89.7ft. RCB | 1937 | 36.75653611 | -102.40246111 | 20.997 | 89.701 | — | 2 | 0 | 2 | 87.7 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 99.4 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 1300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
4583 BRKEY
5237 NBI No.
5237 On Under
1 Structure No.
1304 0494 X Control No.
004 Lane Ind.
Milepoint
04940 Facility Carried
U.S. 64 Feature Intersected
CREEK Division
06 County
025 Location
5.1 MI. NE. JCT.US287 Sufficiency
99.4 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
85.699 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
1937 ADT Total
1300 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
87.7 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
20.997 Deck Width
89.701 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.053 HS Inv. Rating Method
1 HS Inv. Method
36.046 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2080 Future ADT Year
2042 Bypass Detour
6.213712 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
05237 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.X 3ft.X 89.7ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1304 0494 X H Index
97.778 Latitude
36:45:23.53 Longitude
-102:24:08.86 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 64 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
05237 Vault Link
http://plansrv1/bridgemaintvault/b05237 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
36.75653611 Longitude DD
-102.40246111 ODOT County Number
13 Maint. Dist.
6 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
4583 x
-11399389.8267432 y
4405225.17502963 |
|||||||||||||||||||||||||||||||||||||
| 05236 | 4440R0300 X | 5236 | — | S.H. 74B | CREEK | 4440 0300 X | 20ft. CONC. SLAB SPAN X 28ft. RDWY | 1937 | 35.10233611 | -97.59998056 | 22.966 | 27.999 | — | 2 | 0 | 2 | 27.999 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 40.5 | Serious (3) | Fair (5) | Poor (4) | Serious (3) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 960 | 2014 | 4 | Unmatched |
|
Raw data
OBJECTID
4582 BRKEY
5236 NBI No.
5236 On Under
1 Structure No.
4440R0300 X Control No.
040 Lane Ind.
Milepoint
03000 Facility Carried
S.H. 74B Feature Intersected
CREEK Division
03 County
087 Location
3.0 MI. E. JCT. SH76 Sufficiency
40.5 Kind Hwy
3 Level Service
6 Route No.
0074B Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
27.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1937 ADT Total
960 ADT Year
2014 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
27.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
26.001 Span Type Main
M Material
1 - Concrete Design
01 Length
22.966 Deck Width
27.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
4 Sub Rating
3 Chan. Rating
5 Culv. Rating
N Structure Rating
3 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
4 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.053 HS Inv. Rating Method
1 HS Inv. Method
36.046 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1536 Future ADT Year
2034 Bypass Detour
19.262507 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
05236 ODOT County
44 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
9 Lft. Curb SW
0 Rt. Curb SW
0 Description
20ft. CONC. SLAB SPAN X 28ft. RDWY Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4440 0300 X H Index
54.9636 Latitude
35:06:08.41 Longitude
-97:35:59.93 I257A
1 I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 74B Scour
5 Design Structure
1 - Slab FOSD
Structurally Deficient Service Level
6 - Business Historical Significance
4 Local Bridge ID
-1 NBI Text
05236 Vault Link
http://plansrv1/bridgemaintvault/b05236 GIS FO/SD
SD H Inv. Method
19.952 Latitude DD
35.10233611 Longitude DD
-97.59998056 ODOT County Number
44 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
4582 x
-10864780.1373726 y
4177796.92368768 |
|||||||||||||||||||||||||||||||||||||
| 05235 | 4216 0297 X | 5235 | — | S.H. 74 | CREEK | 4216 0297 X | 2-10ft. X 6ft. X 42ft. R.C.B | 1937 | 35.76909722 | -97.5848 | 23.999 | 0 | — | 2 | 30 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 65 | Poor (4) | 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 | 5400 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4581 BRKEY
5235 NBI No.
5235 On Under
1 Structure No.
4216 0297 X Control No.
016 Lane Ind.
Milepoint
02970 Facility Carried
S.H. 74 Feature Intersected
CREEK Division
04 County
083 Location
3 MI N OKLA. C/L Sufficiency
65 Kind Hwy
3 Level Service
1 Route No.
00074 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
42.001 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
1937 ADT Total
5400 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
3 Appr. Roadway Width
32.001 Span Type Main
M Material
1 - Concrete Design
19 Length
23.999 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
6 Structure Rating
4 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
36 HS Inv. Rating Method
1 HS Inv. Method
21.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8640 Future ADT Year
2042 Bypass Detour
34.175415 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
05235 ODOT County
42 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft. X 6ft. X 42ft. R.C.B Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4216 0297 X H Index
78.8094 Latitude
35:46:08.75 Longitude
-97:35:05.28 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 74 Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
NBI Text
05235 Vault Link
http://plansrv1/bridgemaintvault/b05235 GIS FO/SD
Meets Standards H Inv. Method
13.8 Latitude DD
35.76909722 Longitude DD
-97.5848 ODOT County Number
42 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
4581 x
-10863090.2451634 y
4268895.84295961 |
|||||||||||||||||||||||||||||||||||||
| 05234 | 4220 0214 X | 5234 | — | S.H. 74 | CREEK | 4220 0214 X | 2-10ft. X 10ft. X 105ft. R.C.BOX | 1937 | 35.90120556 | -97.59480556 | 20.965 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 84.9 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 5500 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4580 BRKEY
5234 NBI No.
5234 On Under
1 Structure No.
4220 0214 X Control No.
020 Lane Ind.
Milepoint
02140 Facility Carried
S.H. 74 Feature Intersected
CREEK Division
04 County
083 Location
2.2 MI N JCT SH 33 Sufficiency
84.9 Kind Hwy
3 Level Service
1 Route No.
00074 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
99.9 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1937 ADT Total
5500 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
4 Appr. Roadway Width
43.999 Span Type Main
M Material
1 - Concrete Design
19 Length
20.965 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
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
69.6 HS Inv. Rating Method
1 HS Inv. Method
41.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8800 Future ADT Year
2042 Bypass Detour
37.903642 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
05234 ODOT County
42 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft. X 10ft. X 105ft. R.C.BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4220 0214 X H Index
99.0747 Latitude
35:54:04.34 Longitude
-97:35:41.3 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 74 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
NBI Text
05234 Vault Link
http://plansrv1/bridgemaintvault/b05234 GIS FO/SD
Meets Standards H Inv. Method
23.1 Latitude DD
35.90120556 Longitude DD
-97.59480556 ODOT County Number
42 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
4580 x
-10864204.0590077 y
4287035.91067219 |
|||||||||||||||||||||||||||||||||||||
| 05233 | 5423R0084 X | 5233 | — | S.H. 99A | CREEK | 5423 0084 X | 2-10ft. CONC SLAB SPAN | 1937 | 35.34815556 | -96.42820833 | 23.95 | 33.136 | — | 2 | 0 | 2 | 22.001 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Posted for load (P) | 59 | Poor (4) | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 190 | 2007 | 5 | Unmatched |
|
Raw data
OBJECTID
4579 BRKEY
5233 NBI No.
5233 On Under
1 Structure No.
5423R0084 X Control No.
023 Lane Ind.
Milepoint
00840 Facility Carried
S.H. 99A Feature Intersected
CREEK Division
03 County
107 Location
0.8 MI E SEMINOLE C/L Sufficiency
59 Kind Hwy
3 Level Service
1 Route No.
0099A Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
21.982 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1937 ADT Total
190 ADT Year
2007 Design Load
H 10 Skew
0 No. Main Spans
2 Road Width
22.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
22.001 Span Type Main
M Material
1 - Concrete Design
01 Length
23.95 Deck Width
33.136 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
6 Super Rating
6 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
N Bridge Posting
2 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
35.715 HS Inv. Rating Method
2 HS Inv. Method
15.873 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
304 Future ADT Year
2027 Bypass Detour
6.213712 School Bus Rte.
3 Posted Weight
183545 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
05233 ODOT County
54 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft. CONC SLAB SPAN Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5423 0084 X H Index
70.3799 Latitude
35:20:53.36 Longitude
-96:25:41.55 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 99A Scour
8 Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
05233 Vault Link
http://plansrv1/bridgemaintvault/b05233 GIS FO/SD
Meets Standards H Inv. Method
9.921 Latitude DD
35.34815556 Longitude DD
-96.42820833 ODOT County Number
54 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
4579 x
-10734339.0494033 y
4211295.32631416 |
|||||||||||||||||||||||||||||||||||||
| 05034 | 4504R0517WX | 5034 | — | U.S. 70 SB | YASHAU CREEK | 4504 0517WX | 100ft. PONY TRUSS AND | 1936 | 33.98677778 | -94.74374444 | 253.937 | 26.001 | — | 1 | 0 | 2 | 23.999 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Closed (K) | 40.3 | Poor (4) | Fair (5) | Poor (4) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 6000 | 2011 | 4 | Unmatched |
|
Raw data
OBJECTID
4572 BRKEY
5034 NBI No.
5034 On Under
1 Structure No.
4504R0517WX Control No.
004 Lane Ind.
W Milepoint
05170 Facility Carried
U.S. 70 SB Feature Intersected
YASHAU CREEK Division
02 County
089 Location
9.1 MI E-N JCT US259 Sufficiency
40.3 Kind Hwy
2 Level Service
1 Route No.
00070 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
02 - Principal Arterial Other (Rural) Year Built
1936 ADT Total
6000 ADT Year
2011 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
-1 Appr. Roadway Width
37.001 Span Type Main
M Material
3 - Steel Design
10 Length
253.937 Deck Width
26.001 Bridge Open Closed
K TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
4 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
4 Deck Geometry
2 Underclearance
N Bridge Posting
0 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
0 HS Inv. Rating Method
1 HS Inv. Method
0 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
9600 Future ADT Year
2031 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
CLOSED 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
05034 ODOT County
45 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
100ft. PONY TRUSS AND Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4504 0517WX H Index
53.0258 Latitude
33:59:12.4 Longitude
-94:44:37.48 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
U.S. 70 SB Scour
8 Design Structure
10 - Truss - Thru FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
15 NBI Text
05034 Vault Link
http://plansrv1/bridgemaintvault/b05034 GIS FO/SD
SD H Inv. Method
0 Latitude DD
33.98677778 Longitude DD
-94.74374444 ODOT County Number
45 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
4572 x
-10546825.3869088 y
4027026.7431846 |
|||||||||||||||||||||||||||||||||||||
| 05033 | 6106R1310 X | 5033 | — | U.S. 270 | COAL CREEK | 6106 1310 X | 140ft. HI. TRUSS & 2-5 | 1936 | 34.95024167 | -95.87306111 | 240 | 26.749 | — | 1 | 0 | 2 | 23.999 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Closed (K) | 21.8 | Poor (4) | Serious (3) | Poor (4) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 5000 | 2010 | 4 | Unmatched |
|
Raw data
OBJECTID
4571 BRKEY
5033 NBI No.
5033 On Under
1 Structure No.
6106R1310 X Control No.
006 Lane Ind.
Milepoint
13100 Facility Carried
U.S. 270 Feature Intersected
COAL CREEK Division
02 County
121 Location
13.2 MI E HUGHES C/L Sufficiency
21.8 Kind Hwy
2 Level Service
1 Route No.
00270 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
1936 ADT Total
5000 ADT Year
2010 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
0 Appr. Roadway Width
43.999 Span Type Main
M Material
3 - Steel Design
10 Length
240 Deck Width
26.749 Bridge Open Closed
K TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
3 Super Rating
4 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
4 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
39.132 HS Inv. Rating Method
1 HS Inv. Method
23.369 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2030 Bypass Detour
16.155651 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
n Narrow or 1 Lane
n Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
1501 Min Measured Clearance
1501 NBI Rating
05033 ODOT County
61 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
140ft. HI. TRUSS & 2-5 Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6106 1310 X H Index
62.5496 Latitude
34:57:00.87 Longitude
-95:52:23.02 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
U.S. 270 Scour
8 Design Structure
10 - Truss - Thru FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
039 NBI Text
05033 Vault Link
http://plansrv1/bridgemaintvault/b05033 GIS FO/SD
SD H Inv. Method
16.865 Latitude DD
34.95024167 Longitude DD
-95.87306111 ODOT County Number
61 Maint. Dist.
2 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4571 x
-10672540.3435576 y
4157121.2400393 |
|||||||||||||||||||||||||||||||||||||
| 05032 | 6018R1463SX | 5032 | — | S.H. 51 | STILLWATER CREEK | 6018 1463SX | 140ft. HIGH TRUSS | 1936 | 36.11609722 | -97.10269722 | 225.066 | 26.001 | — | 1 | 0 | 2 | 26.001 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 39.6 | Fair (5) | Fair (5) | Fair (5) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 6100 | 2005 | 5 | Unmatched |
|
Raw data
OBJECTID
4570 BRKEY
5032 NBI No.
5032 On Under
1 Structure No.
6018R1463SX Control No.
018 Lane Ind.
S Milepoint
14630 Facility Carried
S.H. 51 Feature Intersected
STILLWATER CREEK Division
04 County
119 Location
14.8 MI E LOGAN C/L Sufficiency
39.6 Kind Hwy
3 Level Service
1 Route No.
00051 Service Type On
1 Service Type Off
5 Vertical Clearance
Y Horizontal Clearance
23.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1936 ADT Total
6100 ADT Year
2005 Design Load
H 15 Skew
0 No. Main Spans
1 Road Width
26.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
00 Appr. Roadway Width
26.001 Span Type Main
M Material
3 - Steel Design
10 Length
225.066 Deck Width
26.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
6 Deck Rating
5 Super Rating
5 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
36.597 HS Inv. Rating Method
1 HS Inv. Method
21.936 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
9760 Future ADT Year
2025 Bypass Detour
36.039529 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
Y Existing Posting
1409 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
05032 ODOT County
60 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
140ft. HIGH TRUSS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6018 1463SX H Index
80.35 Latitude
36:06:57.95 Longitude
-97:06:09.71 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 51 Scour
8 Design Structure
10 - Truss - Thru FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
05032 Vault Link
http://plansrv1/bridgemaintvault/b05032 GIS FO/SD
Meets Standards H Inv. Method
15.653 Latitude DD
36.11609722 Longitude DD
-97.10269722 ODOT County Number
60 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
4570 x
-10809422.8091838 y
4316607.95185201 |
|||||||||||||||||||||||||||||||||||||
| 05031 | 4036R0034 X | 5031 | — | S.H. 1 | ROCK CREEK | 4036 0034 X | 100ft. P-TSS&2-60ft.I-BM | 1936 | 34.753775 | -95.053075 | 225.066 | 26.001 | — | 1 | 0 | 2 | 23.999 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Posted for load (P) | 6 | Serious (3) | Fair (5) | Serious (3) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 5300 | 2014 | 4 | Unmatched |
|
Raw data
OBJECTID
4569 BRKEY
5031 NBI No.
5031 On Under
1 Structure No.
4036R0034 X Control No.
036 Lane Ind.
Milepoint
00340 Facility Carried
S.H. 1 Feature Intersected
ROCK CREEK Division
02 County
079 Location
.3 MI E LATIMER CO. Sufficiency
6 Kind Hwy
3 Level Service
1 Route No.
00001 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
1936 ADT Total
5300 ADT Year
2014 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
27.999 Span Type Main
M Material
3 - Steel Design
10 Length
225.066 Deck Width
26.001 Bridge Open Closed
P TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
3 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
3 Deck Geometry
2 Underclearance
N Bridge Posting
3 Waterway Adequacy
8 Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
31.416 HS Inv. Rating Method
1 HS Inv. Method
18.85 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8480 Future ADT Year
2034 Bypass Detour
3.728227 School Bus Rte.
3 Posted Weight
193145 Posted Speed Limit
35 Narrow or 1 Lane
-1 Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
05031 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
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
100ft. P-TSS&2-60ft.I-BM Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4036 0034 X H Index
65.8657 Latitude
34:45:13.59 Longitude
-95:03:11.07 I257A
1 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
S.H. 1 Scour
8 Design Structure
10 - Truss - Thru FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
095D NBI Text
05031 Vault Link
http://plansrv1/bridgemaintvault/b05031 GIS FO/SD
SD H Inv. Method
11.905 Latitude DD
34.753775 Longitude DD
-95.053075 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
4569 x
-10581259.9073348 y
4130470.29041517 |
|||||||||||||||||||||||||||||||||||||
| 05030 | 7530R0557 X | 5030 | — | S.H. 55 | LITTLE ELK CREEK | 7530 0557 X | 5-40ft. I-BEAM SPANS W/ TIMBER PILES @ WEST ABUTMENT | 1936 | 35.16010833 | -99.07709167 | 201.115 | 26.001 | — | 5 | 0 | 2 | 24.003 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 22.8 | Serious (3) | Fair (5) | Fair (5) | Serious (3) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1100 | 2016 | 4 | Unmatched |
|
Raw data
OBJECTID
4568 BRKEY
5030 NBI No.
5030 On Under
1 Structure No.
7530R0557 X Control No.
030 Lane Ind.
Milepoint
05570 Facility Carried
S.H. 55 Feature Intersected
LITTLE ELK CREEK Division
05 County
149 Location
5.6 MI E JCT S.H. 44 Sufficiency
22.8 Kind Hwy
3 Level Service
1 Route No.
00055 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
24.003 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
1936 ADT Total
1100 ADT Year
2016 Design Load
H 20 Skew
0 No. Main Spans
5 Road Width
24.003 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
28.002 Span Type Main
M Material
3 - Steel Design
02 Length
201.115 Deck Width
26.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
7 Deck Rating
5 Super Rating
5 Sub Rating
3 Chan. Rating
8 Culv. Rating
N Structure Rating
3 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
49.273 HS Inv. Rating Method
1 HS Inv. Method
29.652 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1760 Future ADT Year
2036 Bypass Detour
29.204446 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
05030 ODOT County
75 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
5-40ft. I-BEAM SPANS W/ TIMBER PILES @ WEST ABUTMENT Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
7530 0557 X H Index
54.4405 Latitude
35:09:36.39 Longitude
-99:04:37.53 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 55 Scour
3 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
05030 Vault Link
http://plansrv1/bridgemaintvault/b05030 GIS FO/SD
SD H Inv. Method
20.944 Latitude DD
35.16010833 Longitude DD
-99.07709167 ODOT County Number
75 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
4568 x
-11029211.3939829 y
4185660.56948639 |
|||||||||||||||||||||||||||||||||||||
| 05029 | 4502 0002 X | 5029 | — | U.S. 70 | CLEAR CREEK | 4502 0002 X | (5) 40ft. I-BEAM SK 30° | 1936 | 34.01424444 | -95.155475 | 203.084 | 26.601 | — | 5 | 30 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 58 | Satisfactory (6) | Fair (5) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 4300 | 2016 | 4 | Unmatched |
|
Raw data
OBJECTID
4567 BRKEY
5029 NBI No.
5029 On Under
1 Structure No.
4502 0002 X Control No.
002 Lane Ind.
Milepoint
00020 Facility Carried
U.S. 70 Feature Intersected
CLEAR CREEK Division
02 County
089 Location
0.02 E CHOCTAW C/L Sufficiency
58 Kind Hwy
2 Level Service
1 Route No.
00070 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
02 - Principal Arterial Other (Rural) Year Built
1936 ADT Total
4300 ADT Year
2016 Design Load
H 20 Skew
30 No. Main Spans
5 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
36.001 Span Type Main
M Material
3 - Steel Design
02 Length
203.084 Deck Width
26.601 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
6 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
6 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
52.25 HS Inv. Rating Method
1 HS Inv. Method
31.416 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6880 Future ADT Year
2036 Bypass Detour
90.098822 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
05029 ODOT County
45 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
1.299 Rt. Curb SW
1.299 Description
(5) 40ft. I-BEAM SK 30° Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4502 0002 X H Index
73.9652 Latitude
34:00:51.28 Longitude
-95:09:19.71 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
US-70 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
01 NBI Text
05029 Vault Link
http://plansrv1/bridgemaintvault/b05029 GIS FO/SD
Meets Standards H Inv. Method
22.156 Latitude DD
34.01424444 Longitude DD
-95.155475 ODOT County Number
45 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
4567 x
-10592659.0231921 y
4030714.86681102 |
|||||||||||||||||||||||||||||||||||||
| 04933 | 1016R1961 X | 4933 | — | S.H. 53 | TULIP CREEK | 1016 1961 X | (12ft. - 14ft. - 12ft.) X 12ft. X 30ft. RCB | 1936 | 34.33266111 | -97.16356389 | 41.995 | 32.001 | — | 3 | 0 | 2 | 30 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 90.2 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1500 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4561 BRKEY
4933 NBI No.
4933 On Under
1 Structure No.
1016R1961 X Control No.
016 Lane Ind.
Milepoint
19610 Facility Carried
S.H. 53 Feature Intersected
TULIP CREEK Division
07 County
019 Location
19.7 MI E JCT SH76 Sufficiency
90.2 Kind Hwy
3 Level Service
1 Route No.
00053 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
30 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1936 ADT Total
1500 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
26.001 Span Type Main
M Material
1 - Concrete Design
19 Length
41.995 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.
1 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
60.9 HS Inv. Rating Method
1 HS Inv. Method
36.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2400 Future ADT Year
2042 Bypass Detour
41.010498 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
04933 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
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(12ft. - 14ft. - 12ft.) X 12ft. X 30ft. RCB Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1016 1961 X H Index
73.8354 Latitude
34:19:57.58 Longitude
-97:09:48.83 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 53 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
051 NBI Text
04933 Vault Link
http://plansrv1/bridgemaintvault/b04933 GIS FO/SD
Meets Standards H Inv. Method
20.3 Latitude DD
34.33266111 Longitude DD
-97.16356389 ODOT County Number
10 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
4561 x
-10816198.4558945 y
4073558.23211107 |
|||||||||||||||||||||||||||||||||||||
| 05028 | 4428R1682 X | 5028 | — | S.H. 59 | ABANDONED R.R. UNDER | 4428 1682 X | 50ft.-60ft.-40ft.-40ft. I-BM | 1936 | 34.87449167 | -97.05557222 | 191.929 | 29.856 | — | 4 | 35 | 2 | 23.95 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 13.4 | Serious (3) | Serious (3) | Serious (3) | Poor (4) | 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
4548 BRKEY
5028 NBI No.
5028 On Under
1 Structure No.
4428R1682 X Control No.
028 Lane Ind.
Milepoint
16820 Facility Carried
S.H. 59 Feature Intersected
ABANDONED R.R. UNDER Division
03 County
087 Location
17.1 MI.E. JCT1 US77 Sufficiency
13.4 Kind Hwy
3 Level Service
1 Route No.
00059 Service Type On
5 Service Type Off
2 Vertical Clearance
N Horizontal Clearance
23.95 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1936 ADT Total
1200 ADT Year
2006 Design Load
H 20 Skew
35 No. Main Spans
4 Road Width
23.95 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
23.999 Span Type Main
M Material
3 - Steel Design
02 Length
191.929 Deck Width
29.856 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
3 Super Rating
3 Sub Rating
4 Chan. Rating
N Culv. Rating
N Structure Rating
3 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
N Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
47.069 HS Inv. Rating Method
1 HS Inv. Method
28.329 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1920 Future ADT Year
2026 Bypass Detour
36.039529 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
05028 ODOT County
44 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
3.937 Description
50ft.-60ft.-40ft.-40ft. I-BM Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4428 1682 X H Index
45.7075 Latitude
34:52:28.17 Longitude
-97:03:20.06 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 59 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
05028 Vault Link
http://plansrv1/bridgemaintvault/b05028 GIS FO/SD
SD H Inv. Method
20.062 Latitude DD
34.87449167 Longitude DD
-97.05557222 ODOT County Number
44 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
4548 x
-10804176.8781802 y
4146838.11692224 |
|||||||||||||||||||||||||||||||||||||
| 05027 | 2018R1281 X | 5027 | — | S.H. 33 | GNBC R.R. UNDER | 2018 1281 X | 5-36ft. I-BEAM SPANS, SK. 45 DEG. L.F. | 1936 | 35.739814 | -98.765631 | 183.1 | 27.001 | — | 5 | 44 | 2 | 24.003 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 42.6 | Poor (4) | Fair (5) | Poor (4) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 970 | 2018 | 4 | Unmatched |
|
Raw data
OBJECTID
4547 BRKEY
5027 NBI No.
5027 On Under
1 Structure No.
2018R1281 X Control No.
018 Lane Ind.
Milepoint
12810 Facility Carried
S.H. 33 Feature Intersected
GNBC R.R. UNDER Division
05 County
039 Location
13.1 MI NE JCT U.S. 183 Sufficiency
42.6 Kind Hwy
3 Level Service
1 Route No.
00033 Service Type On
1 Service Type Off
2 Vertical Clearance
_ Horizontal Clearance
24.003 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
1936 ADT Total
970 ADT Year
2018 Design Load
H 15 Skew
44 No. Main Spans
5 Road Width
24.003 Ref. Underclearance Rt.
R Underclearance Right
10.499 Underclearance Left
11.939 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
28.002 Span Type Main
M Material
3 - Steel Design
02 Length
183.1 Deck Width
27.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
4 Sub Rating
4 Chan. Rating
N Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
45.966 HS Inv. Rating Method
1 HS Inv. Method
27.558 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1552 Future ADT Year
2038 Bypass Detour
19.262507 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
05027 ODOT County
20 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
5-36ft. I-BEAM SPANS, SK. 45 DEG. L.F. Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
2018 1281 X H Index
54.2435 Latitude
35:44:23.33 Longitude
-98:45:56.27 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 33 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
05027 Vault Link
http://plansrv1/bridgemaintvault/b05027 GIS FO/SD
SD H Inv. Method
18.409 Latitude DD
35.739814 Longitude DD
-98.765631 ODOT County Number
20 Maint. Dist.
5 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4547 x
-10994539.7507964 y
4264878.98707655 |