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 | |||||||||||||||||||||||||||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 07109 | 3710 0527 X | 7109 | — | S.H. 33 | JECH CREEK | 3710 0527 X | 3-10ft. X 7ft. X 30ft. R.C. BOX W/ THRIE-BEAM RAILS. | 1939 | 35.85653611 | -97.83946389 | 31.827 | 32.001 | — | 3 | 0 | 2 | 28.297 | 1 - Concrete | Culvert (19) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 64 | 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) | B | 2000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
7163 BRKEY
7109 NBI No.
7109 On Under
1 Structure No.
3710 0527 X Control No.
010 Lane Ind.
Milepoint
05270 Facility Carried
S.H. 33 Feature Intersected
JECH CREEK Division
04 County
073 Location
5.4 MI E JCT US 81 Sufficiency
64 Kind Hwy
3 Level Service
1 Route No.
00033 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
28.297 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
1939 ADT Total
2000 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
28.297 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
FG Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
31.827 Deck Width
32.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
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
3200 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
07109 ODOT County
37 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft. X 7ft. X 30ft. R.C. BOX W/ THRIE-BEAM RAILS. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3710 0527 X H Index
94.3088 Latitude
35:51:23.53 Longitude
-97:50:22.07 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 33 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
07109 Vault Link
http://plansrv1/bridgemaintvault/b07109 GIS FO/SD
Meets Standards H Inv. Method
13.8 Latitude DD
35.85653611 Longitude DD
-97.83946389 ODOT County Number
37 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
7163 x
-10891439.2997217 y
4280898.87559672 |
|||||||||||||||||||||||||||||||||||||
| 07108 | 3320 0500 X | 7108 | — | S.H. 5 | CREEK | 3320 0500 X | 3-10ft.X4ft.X27ft. RDY. R.C.BOX | 1939 | 34.47948889 | -99.72791667 | 33.136 | 29.003 | — | 3 | 0 | 2 | 27.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 88.3 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 190 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
7162 BRKEY
7108 NBI No.
7108 On Under
1 Structure No.
3320 0500 X Control No.
020 Lane Ind.
Milepoint
05000 Facility Carried
S.H. 5 Feature Intersected
CREEK Division
05 County
065 Location
5.1 MI NW JCT S.H. 6 Sufficiency
88.3 Kind Hwy
3 Level Service
1 Route No.
00005 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
27.001 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
1939 ADT Total
190 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
27.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
AG Appr. Roadway Width
29.003 Span Type Main
M Material
1 - Concrete Design
19 Length
33.136 Deck Width
29.003 Bridge Open Closed
A TSF Rail
0 TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
7 Structure Rating
6 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
42.108 HS Inv. Rating Method
1 HS Inv. Method
25.243 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
304 Future ADT Year
2042 Bypass Detour
49.999872 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
07108 ODOT County
33 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X4ft.X27ft. RDY. R.C.BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3320 0500 X H Index
51.0811 Latitude
34:28:46.16 Longitude
-99:43:40.5 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 5 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
07108 Vault Link
http://plansrv1/bridgemaintvault/b07108 GIS FO/SD
Meets Standards H Inv. Method
16.314 Latitude DD
34.47948889 Longitude DD
-99.72791667 ODOT County Number
33 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
7162 x
-11101660.9015784 y
4093368.8269042 |
|||||||||||||||||||||||||||||||||||||
| 07107 | 5412 0497 X | 7107 | — | S.H. 48 | CREEK | 5412 0497 X | 3-10ft. X 8ft. X 30ft. RDY | 1939 | 35.54423611 | -96.38809444 | 38.058 | 23.999 | — | 3 | 30 | 2 | 23.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 62.8 | Fair (5) | 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 | 1400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
7161 BRKEY
7107 NBI No.
7107 On Under
1 Structure No.
5412 0497 X Control No.
012 Lane Ind.
Milepoint
04970 Facility Carried
S.H. 48 Feature Intersected
CREEK Division
03 County
107 Location
4.9 MI N JCT US 62 Sufficiency
62.8 Kind Hwy
3 Level Service
1 Route No.
00048 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.95 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1939 ADT Total
1400 ADT Year
2022 Design Load
H 20 Skew
30 No. Main Spans
3 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
38.058 Deck Width
23.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
5 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
36 HS Inv. Rating Method
1 HS Inv. Method
21.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2240 Future ADT Year
2042 Bypass Detour
24.854848 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
07107 ODOT County
54 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft. X 8ft. X 30ft. RDY Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5412 0497 X H Index
97.0091 Latitude
35:32:39.25 Longitude
-96:23:17.14 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 48 Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
07107 Vault Link
http://plansrv1/bridgemaintvault/b07107 GIS FO/SD
Meets Standards H Inv. Method
13.8 Latitude DD
35.54423611 Longitude DD
-96.38809444 ODOT County Number
54 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
7161 x
-10729873.5915948 y
4238088.83001417 |
|||||||||||||||||||||||||||||||||||||
| 07106 | 4046R0474 X | 7106 | — | S.H. 128 | CREEK | 4046 0474 X | (2) 15ft. concrete slab spans | 1939 | 34.98566111 | -94.63080278 | 36.089 | 30 | — | 2 | 0 | 2 | 27.999 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 61.8 | Fair (5) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 800 | 2006 | 5 | Unmatched |
|
Raw data
OBJECTID
7160 BRKEY
7106 NBI No.
7106 On Under
1 Structure No.
4046R0474 X Control No.
046 Lane Ind.
Milepoint
04740 Facility Carried
S.H. 128 Feature Intersected
CREEK Division
02 County
079 Location
4.9 MI E JCT US-59 Sufficiency
61.8 Kind Hwy
3 Level Service
1 Route No.
00128 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
1939 ADT Total
800 ADT Year
2006 Design Load
H 15 Skew
0 No. Main Spans
2 Road Width
27.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
26.001 Span Type Main
M Material
1 - Concrete Design
01 Length
36.089 Deck Width
30 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
7 Super Rating
7 Sub Rating
7 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
5 Underclearance
N Bridge Posting
3 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
33.62 HS Inv. Rating Method
1 HS Inv. Method
19.842 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1280 Future ADT Year
2026 Bypass Detour
72.700429 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
07106 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
(2) 15ft. concrete slab spans Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4046 0474 X H Index
99.9745 Latitude
34:59:08.38 Longitude
-94:37:50.89 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
_ Scour
8 Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
183 NBI Text
07106 Vault Link
http://plansrv1/bridgemaintvault/b07106 GIS FO/SD
Meets Standards H Inv. Method
16.976 Latitude DD
34.98566111 Longitude DD
-94.63080278 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
7160 x
-10534252.7788283 y
4161932.71687918 |
|||||||||||||||||||||||||||||||||||||
| 07105 | 1518 0430 X | 7105 | — | S.H. 48 | CREEK | 1518 0430 X | 2-10ft. CONC SLAB SPAN | 1939 | 34.6728 | -96.42440833 | 36.089 | 29.856 | — | 2 | 45 | 2 | 26.903 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94.2 | Satisfactory (6) | Good (7) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 580 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
7159 BRKEY
7105 NBI No.
7105 On Under
1 Structure No.
1518 0430 X Control No.
018 Lane Ind.
Milepoint
04300 Facility Carried
S.H. 48 Feature Intersected
CREEK Division
03 County
029 Location
4.3 MI N SH3 Sufficiency
94.2 Kind Hwy
3 Level Service
1 Route No.
00048 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
22.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1939 ADT Total
580 ADT Year
2022 Design Load
H 15 Skew
45 No. Main Spans
2 Road Width
26.903 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
22.001 Span Type Main
M Material
1 - Concrete Design
01 Length
36.089 Deck Width
29.856 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
7 Sub Rating
6 Chan. Rating
5 Culv. Rating
N Structure Rating
6 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
332 HS Inv. Rating Method
1 HS Inv. Method
200 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
928 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
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
07105 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
2-10ft. CONC SLAB SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1518 0430 X H Index
98.8783 Latitude
34:40:22.08 Longitude
-96:25:27.87 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 48 Scour
8 Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
07105 Vault Link
http://plansrv1/bridgemaintvault/b07105 GIS FO/SD
Meets Standards H Inv. Method
111 Latitude DD
34.6728 Longitude DD
-96.42440833 ODOT County Number
15 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
7159 x
-10733916.0353383 y
4119504.39542743 |
|||||||||||||||||||||||||||||||||||||
| 06912 | 3014 0184 X | 6912 | — | U.S. 283 | CREEK | 3014 0184 X | 2-10ft.X 3ft.X 49ft. RCB SK. 60 DEG. LF | 1939 | 36.620025 | -99.89099167 | 28.871 | 0 | — | 2 | 30 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 83.5 | 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) | C | 770 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
7152 BRKEY
6912 NBI No.
6912 On Under
1 Structure No.
3014 0184 X Control No.
014 Lane Ind.
Milepoint
01840 Facility Carried
U.S. 283 Feature Intersected
CREEK Division
06 County
059 Location
1.8 MI N ELLIS C/L Sufficiency
83.5 Kind Hwy
2 Level Service
1 Route No.
00283 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
42.402 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1939 ADT Total
770 ADT Year
2022 Design Load
H 20 Skew
30 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
25 Span Type Main
M Material
1 - Concrete Design
19 Length
28.871 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
5 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
1232 Future ADT Year
2042 Bypass Detour
8.699197 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
_ Advanced Warning Sign
N Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
06912 ODOT County
30 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 49ft. RCB SK. 60 DEG. LF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3014 0184 X H Index
97.3178 Latitude
36:37:12.09 Longitude
-99:53:27.57 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 283 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
06912 Vault Link
http://plansrv1/bridgemaintvault/b06912 GIS FO/SD
Meets Standards H Inv. Method
13.8 Latitude DD
36.620025 Longitude DD
-99.89099167 ODOT County Number
30 Maint. Dist.
6 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
7152 x
-11119814.3275395 y
4386274.6883723 |
|||||||||||||||||||||||||||||||||||||
| 06911 | 1116 0100 X | 6911 | — | S.H. 51 | WALL TRIP BRANCH | 1116 0100 X | 2-10ft.X 10ft.X 42ft. R.C.BOX | 1939 | 35.91425 | -94.83438056 | 22.966 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 71.8 | Fair (5) | 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 | 3200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
7151 BRKEY
6911 NBI No.
6911 On Under
1 Structure No.
1116 0100 X Control No.
016 Lane Ind.
Milepoint
01000 Facility Carried
S.H. 51 Feature Intersected
WALL TRIP BRANCH Division
01 County
021 Location
1.0 MI S US62 Sufficiency
71.8 Kind Hwy
3 Level Service
1 Route No.
00051 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
1939 ADT Total
3200 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
30 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 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
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
5120 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
N Min Measured Clearance
N NBI Rating
06911 ODOT County
11 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 10ft.X 42ft. R.C.BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1116 0100 X H Index
92.9552 Latitude
35:54:51.3 Longitude
-94:50:03.77 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 51 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
0 NBI Text
06911 Vault Link
http://plansrv1/bridgemaintvault/b06911 GIS FO/SD
Meets Standards H Inv. Method
13.8 Latitude DD
35.91425 Longitude DD
-94.83438056 ODOT County Number
11 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
7151 x
-10556914.9536347 y
4288828.71014434 |
|||||||||||||||||||||||||||||||||||||
| 06910 | 3320 0128 X | 6910 | — | S.H. 5 | CREEK | 3320 0128 X | 2-10ft.X5ft.X27ft. RDY. R.C.BOX | 1939 | 34.47922778 | -99.66266389 | 21.982 | 29.003 | — | 2 | 0 | 2 | 27.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 78.9 | Fair (5) | 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 | 190 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
7150 BRKEY
6910 NBI No.
6910 On Under
1 Structure No.
3320 0128 X Control No.
020 Lane Ind.
Milepoint
01280 Facility Carried
S.H. 5 Feature Intersected
CREEK Division
05 County
065 Location
1.3 MI NW JCT S.H. 6 Sufficiency
78.9 Kind Hwy
3 Level Service
1 Route No.
00005 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
27.001 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
1939 ADT Total
190 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
27.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
AG Appr. Roadway Width
28.002 Span Type Main
M Material
1 - Concrete Design
19 Length
21.982 Deck Width
29.003 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
8 Culv. Rating
7 Structure Rating
5 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
7 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
304 Future ADT Year
2042 Bypass Detour
49.999872 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
-1 Min Measured Clearance
-1 NBI Rating
06910 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
2-10ft.X5ft.X27ft. RDY. R.C.BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3320 0128 X H Index
82.6605 Latitude
34:28:45.22 Longitude
-99:39:45.59 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 5 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
06910 Vault Link
http://plansrv1/bridgemaintvault/b06910 GIS FO/SD
Meets Standards H Inv. Method
13.8 Latitude DD
34.47922778 Longitude DD
-99.66266389 ODOT County Number
33 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
7150 x
-11094396.995336 y
4093333.56599475 |
|||||||||||||||||||||||||||||||||||||
| 07104 | 1518R0350 X | 7104 | — | S.H. 48 | CREEK | 1518 0350 X | 2-15ft. CONC SLAB SPAN | 1939 | 34.66146944 | -96.42250278 | 34.121 | 26.903 | — | 2 | 0 | 2 | 22.001 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 49.9 | 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 | 510 | 2007 | 5 | Unmatched |
|
Raw data
OBJECTID
7140 BRKEY
7104 NBI No.
7104 On Under
1 Structure No.
1518R0350 X Control No.
018 Lane Ind.
Milepoint
03500 Facility Carried
S.H. 48 Feature Intersected
CREEK Division
03 County
029 Location
3.5 MI N SH3 Sufficiency
49.9 Kind Hwy
3 Level Service
1 Route No.
00048 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
22.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1939 ADT Total
510 ADT Year
2007 Design Load
H 15 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
34.121 Deck Width
26.903 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
6 Super Rating
6 Sub Rating
6 Chan. Rating
5 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
32.959 HS Inv. Rating Method
2 HS Inv. Method
13.889 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
816 Future ADT Year
2027 Bypass Detour
37.903642 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
07104 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
2-15ft. CONC SLAB SPAN Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1518 0350 X H Index
68.5632 Latitude
34:39:41.29 Longitude
-96:25:21.01 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 48 Scour
8 Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
07104 Vault Link
http://plansrv1/bridgemaintvault/b07104 GIS FO/SD
Meets Standards H Inv. Method
7.937 Latitude DD
34.66146944 Longitude DD
-96.42250278 ODOT County Number
15 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
7140 x
-10733703.9104826 y
4117970.83008699 |
|||||||||||||||||||||||||||||||||||||
| 07103 | 6112 0335 X | 7103 | — | S.H. 31 | RANCH CREEK | 6112 0335 X | 30ft. RC TEE BEAM | 1939 | 34.79660833 | -96.08226944 | 30 | 31.001 | — | 1 | 0 | 2 | 27.999 | 1 - Concrete | Tee Beam (04) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.1 | Satisfactory (6) | Good (7) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 240 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
7139 BRKEY
7103 NBI No.
7103 On Under
1 Structure No.
6112 0335 X Control No.
012 Lane Ind.
Milepoint
03350 Facility Carried
S.H. 31 Feature Intersected
RANCH CREEK Division
02 County
121 Location
3.35 South JCT SH 31A Sufficiency
97.1 Kind Hwy
3 Level Service
1 Route No.
00031 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
1939 ADT Total
240 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
1 Road Width
27.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
20 Span Type Main
M Material
1 - Concrete Design
04 Length
30 Deck Width
31.001 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
7 Super Rating
7 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
59 HS Inv. Rating Method
1 HS Inv. Method
35.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
384 Future ADT Year
2042 Bypass Detour
39.767756 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
07103 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
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
30ft. RC TEE BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6112 0335 X H Index
91.4888 Latitude
34:47:47.79 Longitude
-96:04:56.17 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
S.H. 31 Scour
8 Design Structure
4 - Tee Beam FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
062 NBI Text
07103 Vault Link
http://plansrv1/bridgemaintvault/b07103 GIS FO/SD
Meets Standards H Inv. Method
22.8 Latitude DD
34.79660833 Longitude DD
-96.08226944 ODOT County Number
61 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
7139 x
-10695829.3083229 y
4136275.26546684 |
|||||||||||||||||||||||||||||||||||||
| 07102 | 6124R0283 X | 7102 | — | S.H. 71 | CREEK | 6124 0283 X | 9ft. - 10ft. - 9ft. CONCRETE SLAB | 1939 | 35.15630833 | -95.393675 | 29.856 | 30.4 | — | 3 | 0 | 2 | 27.999 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 35.1 | Serious (3) | Satisfactory (6) | Satisfactory (6) | Serious (3) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2100 | 2014 | 5 | Unmatched |
|
Raw data
OBJECTID
7138 BRKEY
7102 NBI No.
7102 On Under
1 Structure No.
6124R0283 X Control No.
024 Lane Ind.
Milepoint
02830 Facility Carried
S.H. 71 Feature Intersected
CREEK Division
02 County
121 Location
2.83 N JCT SH 31 Sufficiency
35.1 Kind Hwy
3 Level Service
1 Route No.
00071 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
1939 ADT Total
2100 ADT Year
2014 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
27.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
22.001 Span Type Main
M Material
1 - Concrete Design
01 Length
29.856 Deck Width
30.4 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
6 Sub Rating
3 Chan. Rating
5 Culv. Rating
N Structure Rating
3 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
0 HS Operating Rating
60.01 HS Inv. Rating Method
0 HS Inv. Method
36.01 H Operating Rating
0 H Inv. Rating Method
0 Future ADT
3360 Future ADT Year
2034 Bypass Detour
26.718961 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
07102 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
6 Lft. Curb SW
1.201 Rt. Curb SW
1.201 Description
9ft. - 10ft. - 9ft. CONCRETE SLAB Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6124 0283 X H Index
70.4108 Latitude
35:09:22.71 Longitude
-95:23:37.23 I257A
1 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 71 Scour
3 Design Structure
1 - Slab FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
091 NBI Text
07102 Vault Link
http://plansrv1/bridgemaintvault/b07102 GIS FO/SD
SD H Inv. Method
23.01 Latitude DD
35.15630833 Longitude DD
-95.393675 ODOT County Number
61 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
7138 x
-10619175.325899 y
4185143.16231155 |
|||||||||||||||||||||||||||||||||||||
| 07101 | 5210 0112 X | 7101 | — | U.S. 77 | CREEK | 5210 0112 X | 3-10ft. X 12ft. X 47ft. R.C. BOX SK. 60 DEG. L.F. | 1940 | 36.30424167 | -97.28279722 | 36.969 | 49.003 | — | 3 | 30 | 2 | 46.998 | 1 - Concrete | Culvert (19) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 80.4 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 16 - Minor Arterial (Urban) | C | 2300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
7137 BRKEY
7101 NBI No.
7101 On Under
1 Structure No.
5210 0112 X Control No.
010 Lane Ind.
Milepoint
01120 Facility Carried
U.S. 77 Feature Intersected
CREEK Division
04 County
103 Location
1.3 MI N JCT US64 Sufficiency
80.4 Kind Hwy
2 Level Service
1 Route No.
00077 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
46.998 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
16 - Minor Arterial (Urban) Year Built
1940 ADT Total
2300 ADT Year
2022 Design Load
H 20 Skew
30 No. Main Spans
3 Road Width
46.998 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
3 Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
36.969 Deck Width
49.003 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
5 Deck Geometry
9 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
3680 Future ADT Year
2042 Bypass Detour
3.106856 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
40 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
07101 ODOT County
52 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft. X 12ft. X 47ft. R.C. BOX SK. 60 DEG. L.F. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5210 0112 X H Index
97.6636 Latitude
36:18:15.27 Longitude
-97:16:58.07 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 77 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
07101 Vault Link
http://plansrv1/bridgemaintvault/b07101 GIS FO/SD
Meets Standards H Inv. Method
13.8 Latitude DD
36.30424167 Longitude DD
-97.28279722 ODOT County Number
52 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
7137 x
-10829471.4494757 y
4342565.71576142 |
|||||||||||||||||||||||||||||||||||||
| 07274 | 2528R0820 X | 7274 | — | S.H. 74 | RUSH CREEK OVERFLOW | 2528 0820 X | 50ft.-26ft. I-BM. SPANS | 1939 | 34.74 | -97.40560833 | 79.068 | 24.934 | — | 2 | 0 | 2 | 21.982 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 39.6 | Poor (4) | Serious (3) | Poor (4) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1700 | 2010 | 5 | Unmatched |
|
Raw data
OBJECTID
7118 BRKEY
7274 NBI No.
7274 On Under
1 Structure No.
2528R0820 X Control No.
028 Lane Ind.
Milepoint
08200 Facility Carried
S.H. 74 Feature Intersected
RUSH CREEK OVERFLOW Division
03 County
049 Location
8.3 MI N JCT SH 29 Sufficiency
39.6 Kind Hwy
3 Level Service
1 Route No.
00074 Service Type On
1 Service Type Off
9 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
1939 ADT Total
1700 ADT Year
2010 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
21.982 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
79.068 Deck Width
24.934 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
3 Super Rating
4 Sub Rating
4 Chan. Rating
6 Culv. Rating
N Structure Rating
4 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
78.925 HS Inv. Rating Method
1 HS Inv. Method
47.399 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2720 Future ADT Year
2030 Bypass Detour
29.204446 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
Y Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
07274 ODOT County
25 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0.984 Rt. Curb SW
0.984 Description
50ft.-26ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
2528 0820 X H Index
76.273 Latitude
34:44:24 Longitude
-97:24:20.19 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 74 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
07274 Vault Link
http://plansrv1/bridgemaintvault/b07274 GIS FO/SD
SD H Inv. Method
26.896 Latitude DD
34.74 Longitude DD
-97.40560833 ODOT County Number
25 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
7118 x
-10843142.7197046 y
4128604.07739996 |
|||||||||||||||||||||||||||||||||||||
| 07351 | 7104R0000 X | 7351 | — | U.S. 70 | RED RIVER | 7104R0000 X | 28 (60ft.-75ft.-60ft. CONT.) I-BM SPANS | 1939 | 34.19916667 | -99.08456667 | 5462.927 | 26.499 | — | 84 | 0 | 2 | 23.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 8 | Serious (3) | Fair (5) | Serious (3) | Fair (5) | Not applicable (N) | 21 - Other State Agencies | 21 - Other State Agencies | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 1360 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
7051 BRKEY
7351 NBI No.
7351 On Under
1 Structure No.
7104R0000 X Control No.
004 Lane Ind.
Milepoint
00000 Facility Carried
U.S. 70 Feature Intersected
RED RIVER Division
05 County
141 Location
OKLA/TEX ST/LINE Sufficiency
8 Kind Hwy
2 Level Service
1 Route No.
00070 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
23.999 Bridge System
C Owner
21 - Other State Agencies Custodian
21 - Other State Agencies Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1939 ADT Total
1360 ADT Year
1999 Design Load
H 15 Skew
0 No. Main Spans
84 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
40 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
5462.927 Deck Width
26.499 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
9 Deck Rating
5 Super Rating
3 Sub Rating
5 Chan. Rating
7 Culv. Rating
N Structure Rating
3 Deck Geometry
4 Underclearance
N Bridge Posting
3 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
19.842 HS Inv. Rating Method
2 HS Inv. Method
19.842 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
1400 Future ADT Year
2017 Bypass Detour
54.680665 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
07351 ODOT County
71 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
28 (60ft.-75ft.-60ft. CONT.) I-BM SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
7104R0000 X H Index
100 Latitude
34:11:57 Longitude
-99:05:04.44 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
U.S. 70 Scour
6 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
07351 Vault Link
http://plansrv1/bridgemaintvault/b07351 GIS FO/SD
SD H Inv. Method
14.881 Latitude DD
34.19916667 Longitude DD
-99.08456667 ODOT County Number
71 Maint. Dist.
5 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
7051 x
-11030043.5071766 y
4055576.69893903 |
|||||||||||||||||||||||||||||||||||||
| 07259 | 0714R1786 X | 7259 | — | S.H. 70E | CREEK | 0714R1786 X | 2-30ft. CONC. GIRDER S | 1939 | 33.88853056 | -96.10850278 | 62.992 | 22.799 | — | 2 | 0 | 2 | 20 | 1 - Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 18.2 | Critical (2) | Good (7) | Poor (4) | Critical (2) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 330 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
7049 BRKEY
7259 NBI No.
7259 On Under
1 Structure No.
0714R1786 X Control No.
014 Lane Ind.
Milepoint
17860 Facility Carried
S.H. 70E Feature Intersected
CREEK Division
02 County
013 Location
18.4 MI E JCT SH 78 Sufficiency
18.2 Kind Hwy
3 Level Service
4 Route No.
0070E Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
20 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
1939 ADT Total
330 ADT Year
1999 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
20 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
33.999 Span Type Main
M Material
1 - Concrete Design
02 Length
62.992 Deck Width
22.799 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
9 Deck Rating
7 Super Rating
4 Sub Rating
2 Chan. Rating
3 Culv. Rating
N Structure Rating
2 Deck Geometry
4 Underclearance
N Bridge Posting
1 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
19.842 HS Inv. Rating Method
2 HS Inv. Method
11.905 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
275 Future ADT Year
2017 Bypass Detour
24.854848 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
07259 ODOT County
07 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
1.001 Rt. Curb SW
1.001 Description
2-30ft. CONC. GIRDER S Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
0714R1786 X H Index
100 Latitude
33:53:18.71 Longitude
-96:06:30.61 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 70E Scour
2 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
4 - Spur Historical Significance
5 Local Bridge ID
-1 NBI Text
07259 Vault Link
http://plansrv1/bridgemaintvault/b07259 GIS FO/SD
SD H Inv. Method
8.929 Latitude DD
33.88853056 Longitude DD
-96.10850278 ODOT County Number
7 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
7049 x
-10698749.5903735 y
4013844.20649749 |
|||||||||||||||||||||||||||||||||||||
| 07258 | 6018R1744 X | 7258 | — | S.H. 51 (SIXTH ST) | BOOMER CREEK | 6018 1744 X | 66ft. I-BM. SPAN W/ PTR-2 RAILS | 1939 | 36.11594722 | -97.05186667 | 67.329 | 62.001 | — | 1 | 0 | 5 | 52.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 54.6 | Fair (5) | Fair (5) | Fair (5) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | B | 16100 | 2015 | 5 | Unmatched |
|
Raw data
OBJECTID
7048 BRKEY
7258 NBI No.
7258 On Under
1 Structure No.
6018R1744 X Control No.
018 Lane Ind.
Milepoint
17440 Facility Carried
S.H. 51 (SIXTH ST) Feature Intersected
BOOMER CREEK Division
04 County
119 Location
50 FEET W JCT US 177 Sufficiency
54.6 Kind Hwy
3 Level Service
1 Route No.
00051 Service Type On
5 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
52.001 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
1939 ADT Total
16100 ADT Year
2015 Design Load
HS 20 Skew
0 No. Main Spans
1 Road Width
52.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
5 Fill RCB
-1 Appr. Roadway Width
52.001 Span Type Main
M Material
3 - Steel Design
02 Length
67.329 Deck Width
62.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
4 Deck Rating
5 Super Rating
5 Sub Rating
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
1 HS Operating Rating
48.281 HS Inv. Rating Method
1 HS Inv. Method
28.991 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
25760 Future ADT Year
2035 Bypass Detour
3.106856 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
35 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
07258 ODOT County
60 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
0 Lft. Curb SW
3.999 Rt. Curb SW
3.999 Description
66ft. I-BM. SPAN W/ PTR-2 RAILS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6018 1744 X H Index
88.9477 Latitude
36:06:57.41 Longitude
-97:03:06.72 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 51 (SIXTH ST) Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
07258 Vault Link
http://plansrv1/bridgemaintvault/b07258 GIS FO/SD
Meets Standards H Inv. Method
22.597 Latitude DD
36.11594722 Longitude DD
-97.05186667 ODOT County Number
60 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
7048 x
-10803764.3782411 y
4316587.2816304 |
|||||||||||||||||||||||||||||||||||||
| 07257 | 6114R1383 X | 7257 | — | S.H. 31 | DEER CREEK | 6114 1383 X | 3-22ft. CONC. SLAB SPA | 1939 | 34.89855556 | -95.89508889 | 65.945 | 22.999 | — | 3 | 0 | 2 | 20 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Posted for load (P) | 35.2 | Critical (2) | Satisfactory (6) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 530 | 2007 | 5 | Unmatched |
|
Raw data
OBJECTID
7047 BRKEY
7257 NBI No.
7257 On Under
1 Structure No.
6114R1383 X Control No.
014 Lane Ind.
Milepoint
13830 Facility Carried
S.H. 31 Feature Intersected
DEER CREEK Division
02 County
121 Location
13.9 MI E JCT SH 31A Sufficiency
35.2 Kind Hwy
3 Level Service
1 Route No.
00031 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
20 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
1939 ADT Total
530 ADT Year
2007 Design Load
H 10 Skew
0 No. Main Spans
3 Road Width
20 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
20 Span Type Main
M Material
1 - Concrete Design
01 Length
65.945 Deck Width
22.999 Bridge Open Closed
P TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
6 Super Rating
7 Sub Rating
7 Chan. Rating
6 Culv. Rating
N Structure Rating
2 Deck Geometry
3 Underclearance
N Bridge Posting
3 Waterway Adequacy
5 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
37.148 HS Inv. Rating Method
2 HS Inv. Method
10.031 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
848 Future ADT Year
2027 Bypass Detour
29.825817 School Bus Rte.
3 Posted Weight
203645 Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
07257 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
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-22ft. CONC. SLAB SPA Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6114 1383 X H Index
89.8054 Latitude
34:53:54.8 Longitude
-95:53:42.32 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
S.H. 31 Scour
8 Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
066 NBI Text
07257 Vault Link
http://plansrv1/bridgemaintvault/b07257 GIS FO/SD
Meets Standards H Inv. Method
10.031 Latitude DD
34.89855556 Longitude DD
-95.89508889 ODOT County Number
61 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
7047 x
-10674992.4648105 y
4150103.78112808 |
|||||||||||||||||||||||||||||||||||||
| 07256 | 7712 1051 X | 7256 | — | U.S. 412 | BULL CREEK | 7712 1051 X | (10.25ft.,3-12.5ft.,10.25ft.)X5ft.X 74ft. R.C.BOX | 1939 | 36.435017 | -99.202817 | 62.992 | 75.098 | — | 5 | 0 | 4 | 51.299 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 50.7 | 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 | 6200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
7046 BRKEY
7256 NBI No.
7256 On Under
1 Structure No.
7712 1051 X Control No.
012 Lane Ind.
Milepoint
10510 Facility Carried
U.S. 412 Feature Intersected
BULL CREEK Division
06 County
153 Location
1.4 MI E JCT SH 50 Sufficiency
50.7 Kind Hwy
2 Level Service
1 Route No.
00412 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
51.299 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
1939 ADT Total
6200 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
5 Road Width
51.299 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
FG Appr. Roadway Width
51.299 Span Type Main
M Material
1 - Concrete Design
19 Length
62.992 Deck Width
75.098 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
4 Deck Geometry
4 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
9920 Future ADT Year
2042 Bypass Detour
50.952437 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
30 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
07256 ODOT County
77 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
6.401 Rt. Curb SW
6.401 Description
(10.25ft.,3-12.5ft.,10.25ft.)X5ft.X 74ft. R.C.BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7712 1051 X H Index
96.6631 Latitude
36:26:06.06 Longitude
-99:12:10.14 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
5 Local Bridge ID
-1 NBI Text
07256 Vault Link
http://plansrv1/bridgemaintvault/b07256 GIS FO/SD
Meets Standards H Inv. Method
13.8 Latitude DD
36.435017 Longitude DD
-99.202817 ODOT County Number
77 Maint. Dist.
6 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
7046 x
-11043207.0736983 y
4360645.32432526 |
|||||||||||||||||||||||||||||||||||||
| 07255 | 4006 0723 X | 7255 | — | U.S. 59 | ROCK CREEK | 4006 0775 X | (6) 10ft. X 4ft. X 152ft. RCB | 1939 | 35.12128333 | -94.65684722 | 67.001 | 0 | — | 6 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 43.1 | Poor (4) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Fair (5) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 9300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
7045 BRKEY
7255 NBI No.
7255 On Under
1 Structure No.
4006 0723 X Control No.
006 Lane Ind.
Milepoint
07230 Facility Carried
U.S. 59 Feature Intersected
ROCK CREEK Division
02 County
079 Location
7.25 N JCT US-271 Sufficiency
43.1 Kind Hwy
2 Level Service
1 Route No.
00059 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
72.001 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
1939 ADT Total
9300 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
6 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
4 Appr. Roadway Width
72.001 Span Type Main
M Material
1 - Concrete Design
19 Length
67.001 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
5 Structure Rating
4 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
14880 Future ADT Year
2042 Bypass Detour
12.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
07255 ODOT County
40 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(6) 10ft. X 4ft. X 152ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4006 0775 X H Index
97.02 Latitude
35:07:16.62 Longitude
-94:39:24.65 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 59 Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
047 NBI Text
07255 Vault Link
http://plansrv1/bridgemaintvault/b07255 GIS FO/SD
Meets Standards H Inv. Method
13.8 Latitude DD
35.12128333 Longitude DD
-94.65684722 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
7045 x
-10537152.0326271 y
4180375.30327869 |
|||||||||||||||||||||||||||||||||||||
| 07350 | 3416R0000 X | 7350 | — | S.H. 79 | RED RIVER | 3416 0050 X | 21-100ft. PONY TRUSS, | 1939 | 34.13143333 | -98.09820278 | 2254.921 | 27.749 | — | 21 | 0 | 2 | 23.999 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 33.1 | Poor (4) | Poor (4) | Poor (4) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1100 | 2015 | 1 | Unmatched |
|
Raw data
OBJECTID
7032 BRKEY
7350 NBI No.
7350 On Under
1 Structure No.
3416R0000 X Control No.
016 Lane Ind.
Milepoint
00000 Facility Carried
S.H. 79 Feature Intersected
RED RIVER Division
07 County
067 Location
0.5 MI NE STATE LINE Sufficiency
33.1 Kind Hwy
3 Level Service
1 Route No.
00079 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
1939 ADT Total
1100 ADT Year
2015 Design Load
H 15 Skew
0 No. Main Spans
21 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
27.402 Span Type Main
M Material
3 - Steel Design
10 Length
2254.921 Deck Width
27.749 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
4 Super Rating
4 Sub Rating
5 Chan. Rating
5 Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
45.305 HS Inv. Rating Method
1 HS Inv. Method
27.227 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1760 Future ADT Year
2035 Bypass Detour
57.166149 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
07350 ODOT County
34 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
21-100ft. PONY TRUSS, Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
3416 0050 X H Index
64.8555 Latitude
34:07:53.16 Longitude
-98:05:53.53 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
S.H. 79 Scour
5 Design Structure
10 - Truss - Thru FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
1 Local Bridge ID
49 NBI Text
07350 Vault Link
http://plansrv1/bridgemaintvault/b07350 GIS FO/SD
SD H Inv. Method
17.086 Latitude DD
34.13143333 Longitude DD
-98.09820278 ODOT County Number
34 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
7032 x
-10920241.9812049 y
4046463.99422144 |
|||||||||||||||||||||||||||||||||||||
| 07349 | 3416R0000 X | 7349 | — | S.H. 79 | RED RIVER O'FLOW | 3416 0000 X | 26-40ft. I-BM SPANS WITH 2-18ft. SAFETY CURBS | 1939 | 34.13166667 | -98.09333333 | 1041.01 | 27.001 | — | 26 | 0 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 41.4 | Poor (4) | Poor (4) | Poor (4) | Satisfactory (6) | Not applicable (N) | 21 - Other State Agencies | 21 - Other State Agencies | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1200 | 2004 | 5 | Unmatched |
|
Raw data
OBJECTID
7031 BRKEY
7349 NBI No.
7349 On Under
1 Structure No.
3416R0000 X Control No.
016 Lane Ind.
Milepoint
00000 Facility Carried
S.H. 79 Feature Intersected
RED RIVER O'FLOW Division
07 County
067 Location
OKLA-TEXAS STATE LINE Sufficiency
41.4 Kind Hwy
3 Level Service
1 Route No.
00079 Service Type On
1 Service Type Off
9 Vertical Clearance
N Horizontal Clearance
23.999 Bridge System
B Owner
21 - Other State Agencies Custodian
21 - Other State Agencies Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1939 ADT Total
1200 ADT Year
2004 Design Load
H 15 Skew
0 No. Main Spans
26 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
43.999 Span Type Main
M Material
3 - Steel Design
02 Length
1041.01 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.
8 Deck Rating
4 Super Rating
4 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
59.525 HS Inv. Rating Method
1 HS Inv. Method
35.715 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1920 Future ADT Year
2024 Bypass Detour
57.166149 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
07349 ODOT County
34 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
26-40ft. I-BM SPANS WITH 2-18ft. SAFETY CURBS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
3416 0000 X H Index
77.6356 Latitude
34:07:54 Longitude
-98:05:36 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
S.H. 79 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
48 NBI Text
07349 Vault Link
http://plansrv1/bridgemaintvault/b07349 GIS FO/SD
SD H Inv. Method
25.243 Latitude DD
34.13166667 Longitude DD
-98.09333333 ODOT County Number
34 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
7031 x
-10919699.9165104 y
4046495.37476285 |
|||||||||||||||||||||||||||||||||||||
| 07348 | 2908R1114 X | 7348 | — | S.H. 30 | SALT FORK RED RIVER | 2908 1114 X | 6(2-75ft. CONT.)40ft. I-BM. SPANS | 1939 | 34.84352778 | -99.91238333 | 940 | 26.001 | — | 12 | 0 | 2 | 23.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 41.4 | Poor (4) | Poor (4) | Fair (5) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 410 | 2016 | 5 | Unmatched |
|
Raw data
OBJECTID
7030 BRKEY
7348 NBI No.
7348 On Under
1 Structure No.
2908R1114 X Control No.
008 Lane Ind.
Milepoint
11140 Facility Carried
S.H. 30 Feature Intersected
SALT FORK RED RIVER Division
05 County
057 Location
11.2 MI N JCT U.S. 62 Sufficiency
41.4 Kind Hwy
3 Level Service
1 Route No.
00030 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
1939 ADT Total
410 ADT Year
2016 Design Load
H 20 Skew
0 No. Main Spans
12 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
26.001 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
940 Deck Width
26.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
4 Super Rating
5 Sub Rating
4 Chan. Rating
7 Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
38.471 HS Inv. Rating Method
1 HS Inv. Method
23.149 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
656 Future ADT Year
2036 Bypass Detour
60.894376 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
-1 Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
07348 ODOT County
29 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0.499 Rt. Curb SW
0.499 Description
6(2-75ft. CONT.)40ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
2908 1114 X H Index
67.0866 Latitude
34:50:36.7 Longitude
-99:54:44.58 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 30 Scour
5 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
07348 Vault Link
http://plansrv1/bridgemaintvault/b07348 GIS FO/SD
SD H Inv. Method
16.204 Latitude DD
34.84352778 Longitude DD
-99.91238333 ODOT County Number
29 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
7030 x
-11122195.6362379 y
4142637.47297073 |
|||||||||||||||||||||||||||||||||||||
| 07347 | 7712R0622 X | 7347 | — | U.S. 412 | N. CANADIAN RIVER | 7712R0622 X | 70ft.,8-100ft. PRESTRESSED CONC BM SPANS | 1992 | 36.43666667 | -99.28 | 873.031 | 40 | — | 9 | 0 | 2 | 37.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 88 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 4100 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
7029 BRKEY
7347 NBI No.
7347 On Under
1 Structure No.
7712R0622 X Control No.
012 Lane Ind.
Milepoint
06220 Facility Carried
U.S. 412 Feature Intersected
N. CANADIAN RIVER Division
06 County
153 Location
6.2 E JCT US 183 Sufficiency
88 Kind Hwy
2 Level Service
1 Route No.
00412 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
37.999 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
1992 ADT Total
4100 ADT Year
1999 Design Load
HS 20 Skew
0 No. Main Spans
9 Road Width
37.999 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
53.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
873.031 Deck Width
40 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
9 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
48.612 HS Inv. Rating Method
1 HS Inv. Method
48.612 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4000 Future ADT Year
2017 Bypass Detour
18.019764 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
07347 ODOT County
77 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
70ft.,8-100ft. PRESTRESSED CONC BM SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
7712R0622 X H Index
100 Latitude
36:26:12 Longitude
-99:16:48 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
U.S. 412 Scour
6 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
07347 Vault Link
http://plansrv1/bridgemaintvault/b07347 GIS FO/SD
Meets Standards H Inv. Method
35.715 Latitude DD
36.43666667 Longitude DD
-99.28 ODOT County Number
77 Maint. Dist.
6 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
7029 x
-11051799.0459562 y
4360873.58449475 |
|||||||||||||||||||||||||||||||||||||
| 07346 | 2010R0055 X | 7346 | — | U.S. 183 | A.T. & S.F. R.R. UNDER | 2010R0055 X | 2-61ft., 6-48ft., 5-40ft., 2-36 3-20ft. I BEAM SPAN W/ SIDE WALKS. REMOVE FROM INVENTORY | 1939 | 35.52338889 | -98.96714167 | 745.079 | 33.999 | — | 18 | 0 | 2 | 26.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 32.9 | Poor (4) | Poor (4) | Fair (5) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | C | 8820 | 2002 | 5 | Unmatched |
|
Raw data
OBJECTID
7028 BRKEY
7346 NBI No.
7346 On Under
1 Structure No.
2010R0055 X Control No.
010 Lane Ind.
Milepoint
00550 Facility Carried
U.S. 183 Feature Intersected
A.T. & S.F. R.R. UNDER Division
05 County
039 Location
.6 MI N JCT I-40 BUS Sufficiency
32.9 Kind Hwy
2 Level Service
1 Route No.
00183 Service Type On
5 Service Type Off
2 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
14 - Other Principal Arterial (Urban) Year Built
1939 ADT Total
8820 ADT Year
2002 Design Load
H 20 Skew
0 No. Main Spans
18 Road Width
26.001 Ref. Underclearance Rt.
R Underclearance Right
10 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
23.999 Span Type Main
M Material
3 - Steel Design
02 Length
745.079 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.
2 Deck Rating
4 Super Rating
5 Sub Rating
4 Chan. Rating
N Culv. Rating
N Structure Rating
4 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.384 HS Inv. Rating Method
1 HS Inv. Method
30.754 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
14112 Future ADT Year
2022 Bypass Detour
45.981468 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
07346 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
2.999 Rt. Curb SW
2.999 Description
2-61ft., 6-48ft., 5-40ft., 2-36 3-20ft. I BEAM SPAN W/ SIDE WALKS. REMOVE FROM INVENTORY Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
2010R0055 X H Index
55.4735 Latitude
35:31:24.2 Longitude
-98:58:01.71 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
U.S. 183 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
07346 Vault Link
http://plansrv1/bridgemaintvault/b07346 GIS FO/SD
SD H Inv. Method
17.196 Latitude DD
35.52338889 Longitude DD
-98.96714167 ODOT County Number
20 Maint. Dist.
5 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
7028 x
-11016971.8159702 y
4235237.04843533 |
|||||||||||||||||||||||||||||||||||||
| 07345 | 2010R0099 X | 7345 | — | U.S. 183 | WASHITA RIVER | 2010R0099 X | 180ft. HI. TRUSS, 4-10 | 1939 | 35.52981111 | -98.96713333 | 693.898 | 33.999 | — | 5 | 0 | 2 | 26.001 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 35.2 | Poor (4) | Satisfactory (6) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | C | 6530 | 2002 | 5 | Unmatched |
|
Raw data
OBJECTID
7027 BRKEY
7345 NBI No.
7345 On Under
1 Structure No.
2010R0099 X Control No.
010 Lane Ind.
Milepoint
00990 Facility Carried
U.S. 183 Feature Intersected
WASHITA RIVER Division
05 County
039 Location
1 MI N JCT I-40 BUS Sufficiency
35.2 Kind Hwy
2 Level Service
1 Route No.
00183 Service Type On
5 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
14 - Other Principal Arterial (Urban) Year Built
1939 ADT Total
6530 ADT Year
2002 Design Load
H 20 Skew
0 No. Main Spans
5 Road Width
26.001 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
3.999 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
23.999 Span Type Main
M Material
3 - Steel Design
10 Length
693.898 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.
6 Deck Rating
6 Super Rating
6 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
4 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
5 Approach Alignment
6 HS Operating Rating Method
2 HS Operating Rating
40.014 HS Inv. Rating Method
2 HS Inv. Method
19.842 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
10448 Future ADT Year
2022 Bypass Detour
45.981468 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
Y Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
16'7 NBI Rating
07345 ODOT County
20 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
2.999 Rt. Curb SW
2.999 Description
180ft. HI. TRUSS, 4-10 Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
2010R0099 X H Index
72.4724 Latitude
35:31:47.32 Longitude
-98:58:01.68 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
U.S. 183 Scour
5 Design Structure
10 - Truss - Thru FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
07345 Vault Link
http://plansrv1/bridgemaintvault/b07345 GIS FO/SD
Meets Standards H Inv. Method
19.842 Latitude DD
35.52981111 Longitude DD
-98.96713333 ODOT County Number
20 Maint. Dist.
5 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
7027 x
-11016970.8875656 y
4236115.49276751 |
|||||||||||||||||||||||||||||||||||||
| 07344 | 7712R0587 X | 7344 | — | U.S. 412 | N. CANADIAN RIVER O'FLOW | 7712R0587 X | 60ft.,5-100ft.,60ft. PRESTRESSED CONC BM SPANS | 1992 | 36.43666667 | -99.285 | 623.031 | 40 | — | 7 | 0 | 2 | 37.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 88 | Very good (8) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 4100 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
7008 BRKEY
7344 NBI No.
7344 On Under
1 Structure No.
7712R0587 X Control No.
012 Lane Ind.
Milepoint
05870 Facility Carried
U.S. 412 Feature Intersected
N. CANADIAN RIVER O'FLOW Division
06 County
153 Location
5.8 MI E JCT US 183 Sufficiency
88 Kind Hwy
2 Level Service
1 Route No.
00412 Service Type On
1 Service Type Off
9 Vertical Clearance
_ Horizontal Clearance
37.999 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
1992 ADT Total
4100 ADT Year
1999 Design Load
HS 20 Skew
0 No. Main Spans
7 Road Width
37.999 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
53.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
623.031 Deck Width
40 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
9 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
7 Culv. Rating
N Structure Rating
8 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
48.612 HS Inv. Rating Method
1 HS Inv. Method
48.612 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4000 Future ADT Year
2017 Bypass Detour
18.019764 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
07344 ODOT County
77 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
60ft.,5-100ft.,60ft. PRESTRESSED CONC BM SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
7712R0587 X H Index
100 Latitude
36:26:12 Longitude
-99:17:06 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
U.S. 412 Scour
6 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
07344 Vault Link
http://plansrv1/bridgemaintvault/b07344 GIS FO/SD
Meets Standards H Inv. Method
35.715 Latitude DD
36.43666667 Longitude DD
-99.285 ODOT County Number
77 Maint. Dist.
6 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
7008 x
-11052355.6434102 y
4360873.58449475 |
|||||||||||||||||||||||||||||||||||||
| 07343 | 4916R0734 X | 7343 | — | S.H. 28 | BIG CABIN CREEK | 4916 0734 X | 160ft. HI. TRUSS & 5-6 | 1939 | 36.45281667 | -95.14625278 | 495.098 | 31.499 | — | 1 | 0 | 2 | 27.999 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Closed (K) | 44.9 | Fair (5) | Serious (3) | Fair (5) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 4900 | 2010 | 5 | Unmatched |
|
Raw data
OBJECTID
7007 BRKEY
7343 NBI No.
7343 On Under
1 Structure No.
4916R0734 X Control No.
016 Lane Ind.
Milepoint
07340 Facility Carried
S.H. 28 Feature Intersected
BIG CABIN CREEK Division
08 County
097 Location
7.5 MI E JCT US 69 Sufficiency
44.9 Kind Hwy
3 Level Service
1 Route No.
00028 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
27.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1939 ADT Total
4900 ADT Year
2010 Design Load
H 20 Skew
0 No. Main Spans
1 Road Width
27.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
37.001 Span Type Main
M Material
3 - Steel Design
10 Length
495.098 Deck Width
31.499 Bridge Open Closed
K TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
7 Deck Rating
3 Super Rating
5 Sub Rating
6 Chan. Rating
9 Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
9 HS Operating Rating Method
1 HS Operating Rating
45.085 HS Inv. Rating Method
1 HS Inv. Method
27.117 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
7840 Future ADT Year
2030 Bypass Detour
39.146385 School Bus Rte.
1 Posted Weight
CLOSED Posted Speed Limit
-1 Narrow or 1 Lane
-1 Advanced Warning Sign
_ Existing Posting
1408 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
07343 ODOT County
49 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
160ft. HI. TRUSS & 5-6 Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4916 0734 X H Index
52.6693 Latitude
36:27:10.14 Longitude
-95:08:46.51 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
S.H. 28 Scour
8 Design Structure
10 - Truss - Thru FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
07343 Vault Link
http://plansrv1/bridgemaintvault/b07343 GIS FO/SD
SD H Inv. Method
20.283 Latitude DD
36.45281667 Longitude DD
-95.14625278 ODOT County Number
49 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
7007 x
-10591632.4103577 y
4363108.47060899 |
|||||||||||||||||||||||||||||||||||||
| 07342 | 2512R0201 X | 7342 | — | S.H. 19 | WASHITA RIVER | 2512 0201 X | 210ft. HIGH 2-100ft. PT | 1939 | 34.76018056 | -97.19861111 | 498.031 | 27.7 | — | 3 | 0 | 2 | 23.999 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 26.4 | Poor (4) | Poor (4) | Poor (4) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 2400 | 2012 | 5 | Unmatched |
|
Raw data
OBJECTID
7006 BRKEY
7342 NBI No.
7342 On Under
1 Structure No.
2512R0201 X Control No.
012 Lane Ind.
Milepoint
02010 Facility Carried
S.H. 19 Feature Intersected
WASHITA RIVER Division
03 County
049 Location
2.2 MI E JCT US 77 Sufficiency
26.4 Kind Hwy
3 Level Service
1 Route No.
00019 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
06 - Minor Arterial (Rural) Year Built
1939 ADT Total
2400 ADT Year
2012 Design Load
H 15 Skew
0 No. Main Spans
3 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
33.999 Span Type Main
M Material
3 - Steel Design
10 Length
498.031 Deck Width
27.7 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
4 Super Rating
4 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
4 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
5 HS Operating Rating Method
1 HS Operating Rating
43.2 HS Inv. Rating Method
1 HS Inv. Method
25.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3840 Future ADT Year
2032 Bypass Detour
31.068559 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1508 Max Measured Clearance
1605 Min Measured Clearance
1601 NBI Rating
07342 ODOT County
25 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
210ft. HIGH 2-100ft. PT Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
2512 0201 X H Index
64.9312 Latitude
34:45:36.65 Longitude
-97:11:55 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
S.H. 19 Scour
5 Design Structure
10 - Truss - Thru FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
07342 Vault Link
http://plansrv1/bridgemaintvault/b07342 GIS FO/SD
SD H Inv. Method
17.7 Latitude DD
34.76018056 Longitude DD
-97.19861111 ODOT County Number
25 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
7006 x
-10820099.8945786 y
4131338.21056323 |
|||||||||||||||||||||||||||||||||||||
| 07341 | 7712R0659 X | 7341 | — | U.S. 412 | N. CANADIAN RIVER O'FLOW | 7712R0659 X | 5-100ft. PRESTRESSED CONC BM SPANS | 1992 | 36.43666667 | -99.27333333 | 500 | 40 | — | 5 | 0 | 2 | 37.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 88 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 4100 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
7005 BRKEY
7341 NBI No.
7341 On Under
1 Structure No.
7712R0659 X Control No.
012 Lane Ind.
Milepoint
06590 Facility Carried
U.S. 412 Feature Intersected
N. CANADIAN RIVER O'FLOW Division
06 County
153 Location
6.5 MI E JCT US 183 Sufficiency
88 Kind Hwy
2 Level Service
1 Route No.
00412 Service Type On
1 Service Type Off
9 Vertical Clearance
_ Horizontal Clearance
37.999 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
1992 ADT Total
4100 ADT Year
1999 Design Load
HS 20 Skew
0 No. Main Spans
5 Road Width
37.999 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
53.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
500 Deck Width
40 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
9 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
48.612 HS Inv. Rating Method
1 HS Inv. Method
48.612 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4000 Future ADT Year
2017 Bypass Detour
18.019764 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
07341 ODOT County
77 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
5-100ft. PRESTRESSED CONC BM SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
7712R0659 X H Index
100 Latitude
36:26:12 Longitude
-99:16:24 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
U.S. 412 Scour
6 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
07341 Vault Link
http://plansrv1/bridgemaintvault/b07341 GIS FO/SD
Meets Standards H Inv. Method
35.715 Latitude DD
36.43666667 Longitude DD
-99.27333333 ODOT County Number
77 Maint. Dist.
6 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
7005 x
-11051056.9156465 y
4360873.58449475 |
|||||||||||||||||||||||||||||||||||||
| 07340 | 2320R0922 X | 7340 | — | S.H. 15 | LITTLE WOLF CREEK | 2320R0922 X | 15-30ft. I-BM. SPANS | 1939 | 36.32 | -99.73333333 | 451.115 | 25.801 | — | 15 | 0 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 25.9 | Poor (4) | Critical (2) | Fair (5) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1500 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
7004 BRKEY
7340 NBI No.
7340 On Under
1 Structure No.
2320R0922 X Control No.
020 Lane Ind.
Milepoint
09220 Facility Carried
S.H. 15 Feature Intersected
LITTLE WOLF CREEK Division
06 County
045 Location
9.2 MI NE US283 Sufficiency
25.9 Kind Hwy
3 Level Service
1 Route No.
00015 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
1939 ADT Total
1500 ADT Year
1999 Design Load
H 20 Skew
0 No. Main Spans
15 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
27.001 Span Type Main
M Material
3 - Steel Design
02 Length
451.115 Deck Width
25.801 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
9 Deck Rating
2 Super Rating
5 Sub Rating
4 Chan. Rating
7 Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 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
1700 Future ADT Year
2017 Bypass Detour
44.738726 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
07340 ODOT County
23 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.001 Rt. Curb SW
1.001 Description
15-30ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
2320R0922 X H Index
100 Latitude
36:19:12 Longitude
-99:44:00 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 15 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
07340 Vault Link
http://plansrv1/bridgemaintvault/b07340 GIS FO/SD
SD H Inv. Method
19.842 Latitude DD
36.32 Longitude DD
-99.73333333 ODOT County Number
23 Maint. Dist.
6 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
7004 x
-11102263.8814114 y
4344742.68609911 |
|||||||||||||||||||||||||||||||||||||
| 07339 | 2022R0181 X | 7339 | — | S.H. 34 | WASHITA RIVER O'FLOW | 2022R0181 X | 5-72ft.,2-40ft. I-BM. SPANS | 1939 | 35.66533333 | -99.3768 | 440.945 | 27.001 | — | 7 | 0 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 51.5 | Fair (5) | Fair (5) | Very good (8) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1220 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
7003 BRKEY
7339 NBI No.
7339 On Under
1 Structure No.
2022R0181 X Control No.
022 Lane Ind.
Milepoint
01810 Facility Carried
S.H. 34 Feature Intersected
WASHITA RIVER O'FLOW Division
05 County
039 Location
1.8 MI N JCT SH 33 Sufficiency
51.5 Kind Hwy
3 Level Service
1 Route No.
00034 Service Type On
1 Service Type Off
9 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
1939 ADT Total
1220 ADT Year
1999 Design Load
H 20 Skew
0 No. Main Spans
7 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
36.001 Span Type Main
M Material
3 - Steel Design
02 Length
440.945 Deck Width
27.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
9 Deck Rating
5 Super Rating
8 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
6 HS Operating Rating Method
2 HS Operating Rating
24.802 HS Inv. Rating Method
2 HS Inv. Method
24.802 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
1300 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
07339 ODOT County
20 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
5-72ft.,2-40ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
2022R0181 X H Index
100 Latitude
35:39:55.2 Longitude
-99:22:36.48 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 34 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
07339 Vault Link
http://plansrv1/bridgemaintvault/b07339 GIS FO/SD
Meets Standards H Inv. Method
19.842 Latitude DD
35.66533333 Longitude DD
-99.3768 ODOT County Number
20 Maint. Dist.
5 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
7003 x
-11062574.772665 y
4254668.93009919 |
|||||||||||||||||||||||||||||||||||||
| 07338 | 5224R0223 X | 7338 | — | U.S. 177 | BLACK BEAR CREEK | 5224 0223 X | 160ft. HIGH TRUSS | 1939 | 36.32250556 | -97.06783889 | 404.856 | 27.799 | — | 1 | 0 | 2 | 23.999 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 31 | Poor (4) | Poor (4) | Poor (4) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 3100 | 2008 | 5 | Unmatched |
|
Raw data
OBJECTID
6984 BRKEY
7338 NBI No.
7338 On Under
1 Structure No.
5224R0223 X Control No.
024 Lane Ind.
Milepoint
02230 Facility Carried
U.S. 177 Feature Intersected
BLACK BEAR CREEK Division
04 County
103 Location
2.3 MI N JCT US64 Sufficiency
31 Kind Hwy
2 Level Service
1 Route No.
00177 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
1939 ADT Total
3100 ADT Year
2008 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
37.999 Span Type Main
M Material
3 - Steel Design
10 Length
404.856 Deck Width
27.799 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
4 Deck Rating
4 Super Rating
4 Sub Rating
5 Chan. Rating
5 Culv. Rating
N Structure Rating
4 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
5 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.935 HS Inv. Rating Method
1 HS Inv. Method
29.873 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4960 Future ADT Year
2028 Bypass Detour
36.039529 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
n Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1510 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
07338 ODOT County
52 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
160ft. HIGH TRUSS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5224 0223 X H Index
60.0435 Latitude
36:19:21.02 Longitude
-97:04:04.22 I257A
_ I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
U.S. 177 Scour
8 Design Structure
10 - Truss - Thru FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
07338 Vault Link
http://plansrv1/bridgemaintvault/b07338 GIS FO/SD
SD H Inv. Method
19.29 Latitude DD
36.32250556 Longitude DD
-97.06783889 ODOT County Number
52 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
6984 x
-10805542.3976383 y
4345088.86293369 |
|||||||||||||||||||||||||||||||||||||
| 07337 | 2022R0162 X | 7337 | — | S.H. 34 | WASHITA RIVER O'FLOW | 2022R0162 X | 44ft.,9-36ft. I-BM. TRESTLE SPANS | 1939 | 35.66250556 | -99.37680833 | 370.079 | 27.001 | — | 10 | 0 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 65.1 | Satisfactory (6) | Fair (5) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1220 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
6983 BRKEY
7337 NBI No.
7337 On Under
1 Structure No.
2022R0162 X Control No.
022 Lane Ind.
Milepoint
01620 Facility Carried
S.H. 34 Feature Intersected
WASHITA RIVER O'FLOW Division
05 County
039 Location
1.6 MI N JCT SH 33 Sufficiency
65.1 Kind Hwy
3 Level Service
1 Route No.
00034 Service Type On
1 Service Type Off
9 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
1939 ADT Total
1220 ADT Year
1999 Design Load
H 20 Skew
0 No. Main Spans
10 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
36.001 Span Type Main
M Material
3 - Steel Design
02 Length
370.079 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.
9 Deck Rating
5 Super Rating
8 Sub Rating
8 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
7 HS Operating Rating Method
2 HS Operating Rating
24.802 HS Inv. Rating Method
2 HS Inv. Method
24.802 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
1300 Future ADT Year
2017 Bypass Detour
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
07337 ODOT County
20 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
44ft.,9-36ft. I-BM. TRESTLE SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
2022R0162 X H Index
100 Latitude
35:39:45.02 Longitude
-99:22:36.51 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 34 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
07337 Vault Link
http://plansrv1/bridgemaintvault/b07337 GIS FO/SD
Meets Standards H Inv. Method
19.842 Latitude DD
35.66250556 Longitude DD
-99.37680833 ODOT County Number
20 Maint. Dist.
5 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
6983 x
-11062575.6999563 y
4254281.47783429 |
|||||||||||||||||||||||||||||||||||||
| 07336 | 4506 2302 X | 7336 | — | S.H. 3 | LUKFATA CREEK | 4506 2302 X | (6) 60ft. I-BEAM | 1939 | 34.053283 | -94.803747 | 360.899 | 42.2 | — | 6 | 0 | 2 | 40 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 84.4 | Very good (8) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 4300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
6982 BRKEY
7336 NBI No.
7336 On Under
1 Structure No.
4506 2302 X Control No.
006 Lane Ind.
Milepoint
23020 Facility Carried
S.H. 3 Feature Intersected
LUKFATA CREEK Division
02 County
089 Location
23.1 E Push Co. Line Sufficiency
84.4 Kind Hwy
3 Level Service
1 Route No.
00003 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1939 ADT Total
4300 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
6 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
3 - Steel Design
02 Length
360.899 Deck Width
42.2 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
75.8 HS Inv. Rating Method
3 HS Inv. Method
58.5 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
6880 Future ADT Year
2042 Bypass Detour
59.030263 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
07336 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.
1 DK Surf. Type
1 Lft. Curb SW
1.1 Rt. Curb SW
1.1 Description
(6) 60ft. I-BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4506 2302 X H Index
80.5048 Latitude
34:03:11.82 Longitude
-94:48:13.49 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 3 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
38 NBI Text
07336 Vault Link
http://plansrv1/bridgemaintvault/b07336 GIS FO/SD
Meets Standards H Inv. Method
52.8 Latitude DD
34.053283 Longitude DD
-94.803747 ODOT County Number
45 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
6982 x
-10553504.8413343 y
4035958.87711425 |
|||||||||||||||||||||||||||||||||||||
| 07335 | 4006R0981 X | 7335 | — | U.S. 59 | BRAZIL CREEK O'FLOW | 4006R0981 X | 8-40ft. I-BM. SPANS | 1939 | 35.05833333 | -94.61833333 | 320.866 | 27.001 | — | 8 | 0 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 55.8 | Not applicable (N) | Poor (4) | Poor (4) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | -1 | 2005 | 5 | Unmatched |
|
Raw data
OBJECTID
6981 BRKEY
7335 NBI No.
7335 On Under
1 Structure No.
4006R0981 X Control No.
006 Lane Ind.
Milepoint
09810 Facility Carried
U.S. 59 Feature Intersected
BRAZIL CREEK O'FLOW Division
02 County
079 Location
9.9 MI N OF JCT US271 Sufficiency
55.8 Kind Hwy
2 Level Service
1 Route No.
00059 Service Type On
1 Service Type Off
9 Vertical Clearance
_ Horizontal Clearance
23.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1939 ADT Total
-1 ADT Year
2005 Design Load
H 20 Skew
0 No. Main Spans
8 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
36.001 Span Type Main
M Material
3 - Steel Design
02 Length
320.866 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.
9 Deck Rating
4 Super Rating
4 Sub Rating
4 Chan. Rating
6 Culv. Rating
N Structure Rating
N Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
5 HS Operating Rating Method
2 HS Operating Rating
24.802 HS Inv. Rating Method
2 HS Inv. Method
24.802 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
5600 Future ADT Year
2025 Bypass Detour
31.068559 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
07335 ODOT County
40 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
8-40ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4006R0981 X H Index
100 Latitude
35:03:30 Longitude
-94:37:06 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
U.S. 59 Scour
6 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
07335 Vault Link
http://plansrv1/bridgemaintvault/b07335 GIS FO/SD
SD H Inv. Method
19.842 Latitude DD
35.05833333 Longitude DD
-94.61833333 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
6981 x
-10532864.6860038 y
4171811.23894273 |
|||||||||||||||||||||||||||||||||||||
| 07334 | 2320R0978 X | 7334 | — | S.H. 15 | BUZZARD CREEK | 2320R0978 X | 10-30ft. I-BM. SPANS | 1939 | 36.32 | -99.72333333 | 299.869 | 25.801 | — | 10 | 0 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 25.9 | Poor (4) | Critical (2) | Poor (4) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1500 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
6980 BRKEY
7334 NBI No.
7334 On Under
1 Structure No.
2320R0978 X Control No.
020 Lane Ind.
Milepoint
09780 Facility Carried
S.H. 15 Feature Intersected
BUZZARD CREEK Division
06 County
045 Location
9.8 MI NE US283 Sufficiency
25.9 Kind Hwy
3 Level Service
1 Route No.
00015 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
1939 ADT Total
1500 ADT Year
1999 Design Load
H 20 Skew
0 No. Main Spans
10 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
27.001 Span Type Main
M Material
3 - Steel Design
02 Length
299.869 Deck Width
25.801 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
9 Deck Rating
2 Super Rating
4 Sub Rating
4 Chan. Rating
7 Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
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
1700 Future ADT Year
2017 Bypass Detour
44.738726 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
07334 ODOT County
23 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.001 Rt. Curb SW
1.001 Description
10-30ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
2320R0978 X H Index
100 Latitude
36:19:12 Longitude
-99:43:24 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 15 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
07334 Vault Link
http://plansrv1/bridgemaintvault/b07334 GIS FO/SD
SD H Inv. Method
19.842 Latitude DD
36.32 Longitude DD
-99.72333333 ODOT County Number
23 Maint. Dist.
6 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
6980 x
-11101150.6865035 y
4344742.68609911 |
|||||||||||||||||||||||||||||||||||||
| 07333 | 5224R0241 X | 7333 | — | U.S. 177 | BLACK BEAR CREEK O'FLOW | 5224 0241 X | 7- 40ft. I-BM. SPANS W/ CONCRETE PARAPETS | 1939 | 36.32507222 | -97.06784167 | 280.84 | 28.999 | — | 7 | 0 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 35.8 | Poor (4) | Poor (4) | Poor (4) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 3100 | 2008 | 5 | Unmatched |
|
Raw data
OBJECTID
6979 BRKEY
7333 NBI No.
7333 On Under
1 Structure No.
5224R0241 X Control No.
024 Lane Ind.
Milepoint
02410 Facility Carried
U.S. 177 Feature Intersected
BLACK BEAR CREEK O'FLOW Division
04 County
103 Location
2.4 MI N JCT US64 Sufficiency
35.8 Kind Hwy
2 Level Service
1 Route No.
00177 Service Type On
1 Service Type Off
9 Vertical Clearance
N Horizontal Clearance
23.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1939 ADT Total
3100 ADT Year
2008 Design Load
H 20 Skew
0 No. Main Spans
7 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
23.999 Span Type Main
M Material
3 - Steel Design
02 Length
280.84 Deck Width
28.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
4 Super Rating
4 Sub Rating
5 Chan. Rating
7 Culv. Rating
N Structure Rating
4 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
58.533 HS Inv. Rating Method
1 HS Inv. Method
35.054 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4960 Future ADT Year
2028 Bypass Detour
36.039529 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
07333 ODOT County
52 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
7- 40ft. I-BM. SPANS W/ CONCRETE PARAPETS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5224 0241 X H Index
71.2523 Latitude
36:19:30.26 Longitude
-97:04:04.23 I257A
_ I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
U.S. 177 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
07333 Vault Link
http://plansrv1/bridgemaintvault/b07333 GIS FO/SD
SD H Inv. Method
24.802 Latitude DD
36.32507222 Longitude DD
-97.06784167 ODOT County Number
52 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
6979 x
-10805542.7071065 y
4345443.49309561 |
|||||||||||||||||||||||||||||||||||||
| 07332 | 3320R0219 X | 7332 | — | S.H. 5 | SANDY CREEK | 3320 0219 X | 100ft. PONY TRUSS & 3-50ft. I-BEAM SPANS, SK. 37 DEG. L.F. | 1939 | 34.479372 | -99.678633 | 255.906 | 26.001 | — | 1 | 37 | 2 | 23.999 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 67.7 | Fair (5) | Fair (5) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 190 | 2018 | 5 | Unmatched |
|
Raw data
OBJECTID
6960 BRKEY
7332 NBI No.
7332 On Under
1 Structure No.
3320R0219 X Control No.
020 Lane Ind.
Milepoint
02190 Facility Carried
S.H. 5 Feature Intersected
SANDY CREEK Division
05 County
065 Location
2.3 MI N & W JCT S.H. 6 Sufficiency
67.7 Kind Hwy
3 Level Service
1 Route No.
00005 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
1939 ADT Total
190 ADT Year
2018 Design Load
H 15 Skew
37 No. Main Spans
1 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
25 Span Type Main
M Material
3 - Steel Design
10 Length
255.906 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
5 Super Rating
5 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
46.6 HS Inv. Rating Method
1 HS Inv. Method
27.9 H Operating Rating
1 H Inv. Rating Method
2 Future ADT
304 Future ADT Year
2038 Bypass Detour
29.204446 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
07332 ODOT County
33 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 & 3-50ft. I-BEAM SPANS, SK. 37 DEG. L.F. Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
3320 0219 X H Index
70.1706 Latitude
34:28:45.74 Longitude
-99:40:43.08 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
S.H. 5 Scour
5 Design Structure
10 - Truss - Thru FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
07332 Vault Link
http://plansrv1/bridgemaintvault/b07332 GIS FO/SD
Meets Standards H Inv. Method
17.6 Latitude DD
34.479372 Longitude DD
-99.678633 ODOT County Number
33 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
6960 x
-11096174.6685296 y
4093353.04178962 |
|||||||||||||||||||||||||||||||||||||
| 07331 | 2320R1719 X | 7331 | — | S.H. 15 | BOGGY CREEK O'FLOW | 2320R1719 X | 8-30ft. I-BM. SPANS ON A 2 DEG. 30ft. CURVE | 1939 | 36.37833333 | -99.61166667 | 241.142 | 27.001 | — | 8 | 99 | 2 | 26.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, posting would be required but bridge is exempt (D) | 12.8 | Critical (2) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1500 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
6959 BRKEY
7331 NBI No.
7331 On Under
1 Structure No.
2320R1719 X Control No.
020 Lane Ind.
Milepoint
17190 Facility Carried
S.H. 15 Feature Intersected
BOGGY CREEK O'FLOW Division
06 County
045 Location
17.2 MI NE US283 Sufficiency
12.8 Kind Hwy
3 Level Service
1 Route No.
00015 Service Type On
1 Service Type Off
9 Vertical Clearance
_ Horizontal Clearance
26.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1939 ADT Total
1500 ADT Year
1999 Design Load
H 15 Skew
99 No. Main Spans
8 Road Width
26.001 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
27.001 Span Type Main
M Material
3 - Steel Design
02 Length
241.142 Deck Width
27.001 Bridge Open Closed
D TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
9 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
2 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
6 HS Operating Rating Method
2 HS Operating Rating
0 HS Inv. Rating Method
2 HS Inv. Method
0 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
1500 Future ADT Year
2017 Bypass Detour
44.738726 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
07331 ODOT County
23 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.001 Rt. Curb SW
1.001 Description
8-30ft. I-BM. SPANS ON A 2 DEG. 30ft. CURVE Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
2320R1719 X H Index
100 Latitude
36:22:42 Longitude
-99:36:42 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 15 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
07331 Vault Link
http://plansrv1/bridgemaintvault/b07331 GIS FO/SD
Meets Standards H Inv. Method
0 Latitude DD
36.37833333 Longitude DD
-99.61166667 ODOT County Number
23 Maint. Dist.
6 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
6959 x
-11088720.0107737 y
4352805.10997879 |
|||||||||||||||||||||||||||||||||||||
| 07329 | 2010R0076 X | 7329 | — | U.S. 183 | CRI & P R.R. UNDER | 2010R0076 X | 2-64ft.,2-55ft. I-BEAM SPANS, REMOVE FROM INVENTORY | 1939 | 35.52644722 | -98.96713611 | 238.845 | 33.999 | — | 4 | 0 | 2 | 26.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 46.2 | Poor (4) | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | C | 8820 | 2002 | 5 | Unmatched |
|
Raw data
OBJECTID
6957 BRKEY
7329 NBI No.
7329 On Under
1 Structure No.
2010R0076 X Control No.
010 Lane Ind.
Milepoint
00760 Facility Carried
U.S. 183 Feature Intersected
CRI & P R.R. UNDER Division
05 County
039 Location
.8 MI N JCT I-40 BUS Sufficiency
46.2 Kind Hwy
2 Level Service
1 Route No.
00183 Service Type On
5 Service Type Off
2 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
14 - Other Principal Arterial (Urban) Year Built
1939 ADT Total
8820 ADT Year
2002 Design Load
H 20 Skew
0 No. Main Spans
4 Road Width
26.001 Ref. Underclearance Rt.
R Underclearance Right
33.999 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
23.999 Span Type Main
M Material
3 - Steel Design
02 Length
238.845 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.
2 Deck Rating
6 Super Rating
6 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
4 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
40.014 HS Inv. Rating Method
2 HS Inv. Method
19.842 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
14112 Future ADT Year
2022 Bypass Detour
45.981468 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
25' Min Measured Clearance
23' NBI Rating
07329 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
2.999 Rt. Curb SW
2.999 Description
2-64ft.,2-55ft. I-BEAM SPANS, REMOVE FROM INVENTORY Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
2010R0076 X H Index
68.9649 Latitude
35:31:35.21 Longitude
-98:58:01.69 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
U.S. 183 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
07329 Vault Link
http://plansrv1/bridgemaintvault/b07329 GIS FO/SD
Meets Standards H Inv. Method
19.842 Latitude DD
35.52644722 Longitude DD
-98.96713611 ODOT County Number
20 Maint. Dist.
5 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
6957 x
-11016971.1970338 y
4235655.36427394 |
|||||||||||||||||||||||||||||||||||||
| 07327 | 4506 2616 X | 7327 | — | S.H. 3 | YASHAU CREEK | 4506 2616 X | (3) 60ft. I-BEAM SK 30° | 1939 | 34.03151111 | -94.75533056 | 182.1 | 48 | — | 3 | 30 | 3 | 48 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 83.4 | Very good (8) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 4300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
6955 BRKEY
7327 NBI No.
7327 On Under
1 Structure No.
4506 2616 X Control No.
006 Lane Ind.
Milepoint
26160 Facility Carried
S.H. 3 Feature Intersected
YASHAU CREEK Division
02 County
089 Location
26.3 E Push Co. Line Sufficiency
83.4 Kind Hwy
3 Level Service
1 Route No.
00003 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
46 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
1939 ADT Total
4300 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
30 No. Main Spans
3 Road Width
48 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
48 Span Type Main
M Material
3 - Steel Design
02 Length
182.1 Deck Width
48 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
8 Super Rating
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
80.9 HS Inv. Rating Method
3 HS Inv. Method
62.4 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
6880 Future ADT Year
2042 Bypass Detour
59.030263 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
07327 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.
1 DK Surf. Type
1 Lft. Curb SW
1.1 Rt. Curb SW
1.1 Description
(3) 60ft. I-BEAM SK 30° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4506 2616 X H Index
78.9565 Latitude
34:01:53.44 Longitude
-94:45:19.19 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 3 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
39 NBI Text
07327 Vault Link
http://plansrv1/bridgemaintvault/b07327 GIS FO/SD
Meets Standards H Inv. Method
59.3 Latitude DD
34.03151111 Longitude DD
-94.75533056 ODOT County Number
45 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
6955 x
-10548115.1478875 y
4033033.98353002 |
|||||||||||||||||||||||||||||||||||||
| 07326 | 7120 0393 X | 7326 | — | S.H. 36 | DEEP RED CREEK | 7120 0393 X | 3-60ft. I-BEAM SPANS, SK. 30 DEG. L.F. | 1939 | 34.28915833 | -98.67914722 | 182.087 | 26.001 | — | 3 | 30 | 2 | 24.003 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 70.8 | Fair (5) | Fair (5) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 520 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
6936 BRKEY
7326 NBI No.
7326 On Under
1 Structure No.
7120 0393 X Control No.
020 Lane Ind.
Milepoint
03930 Facility Carried
S.H. 36 Feature Intersected
DEEP RED CREEK Division
05 County
141 Location
4.0 MI N JCT U.S. 70 Sufficiency
70.8 Kind Hwy
3 Level Service
1 Route No.
00036 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
1939 ADT Total
520 ADT Year
2022 Design Load
H 20 Skew
30 No. Main Spans
3 Road Width
24.003 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
24.003 Span Type Main
M Material
3 - Steel Design
02 Length
182.087 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.
2 Deck Rating
5 Super Rating
6 Sub Rating
5 Chan. Rating
7 Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
48 HS Inv. Rating Method
1 HS Inv. Method
28.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
832 Future ADT Year
2042 Bypass Detour
16.155651 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
07326 ODOT County
71 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-60ft. I-BEAM SPANS, SK. 30 DEG. L.F. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7120 0393 X H Index
88.2886 Latitude
34:17:20.97 Longitude
-98:40:44.93 I257A
1 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 36 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
07326 Vault Link
http://plansrv1/bridgemaintvault/b07326 GIS FO/SD
Meets Standards H Inv. Method
22.9 Latitude DD
34.28915833 Longitude DD
-98.67914722 ODOT County Number
71 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
6936 x
-10984912.4204449 y
4067695.326014 |
|||||||||||||||||||||||||||||||||||||
| 07325 | 0922R0651SX | 7325 | — | S.H. 3 | UNCLE JOHN'S CREEK | 0922R0651SX | 50ft.,2-60ft. I-BM. SPAN | 1939 | 35.66666667 | -97.895 | 170.932 | 41.001 | — | 3 | 0 | 3 | 36.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 2 | Serious (3) | Imminent failure (1) | Serious (3) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 2930 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
6935 BRKEY
7325 NBI No.
7325 On Under
1 Structure No.
0922R0651SX Control No.
022 Lane Ind.
S Milepoint
06510 Facility Carried
S.H. 3 Feature Intersected
UNCLE JOHN'S CREEK Division
04 County
017 Location
4.2 MI.S.E. JCT.US81 Sufficiency
2 Kind Hwy
3 Level Service
1 Route No.
00003 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
36.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1939 ADT Total
2930 ADT Year
1999 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
36.001 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
3 Fill RCB
-1 Appr. Roadway Width
37.999 Span Type Main
M Material
3 - Steel Design
02 Length
170.932 Deck Width
41.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
9 Deck Rating
1 Super Rating
3 Sub Rating
5 Chan. Rating
5 Culv. Rating
N Structure Rating
3 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
5 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
24.802 HS Inv. Rating Method
2 HS Inv. Method
19.842 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
3300 Future ADT Year
2017 Bypass Detour
34.796787 School Bus Rte.
0 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
07325 ODOT County
09 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
50ft.,2-60ft. I-BM. SPAN Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
0922R0651SX H Index
100 Latitude
35:40:00 Longitude
-97:53:42 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 3 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
07325 Vault Link
http://plansrv1/bridgemaintvault/b07325 GIS FO/SD
SD H Inv. Method
19.842 Latitude DD
35.66666667 Longitude DD
-97.895 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
6935 x
-10897621.5512075 y
4254851.6249667 |
|||||||||||||||||||||||||||||||||||||
| 07322 | 1820R1682 X | 7322 | — | S.H. 10 | BIG CREEK | 1820 1682 X | 50ft.-60ft.-50ft. I-BM. SPANS | 1939 | 36.88765833 | -95.40014444 | 161.089 | 27.001 | — | 3 | 0 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 51.6 | Poor (4) | Serious (3) | Poor (4) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 250 | 2016 | 5 | Unmatched |
|
Raw data
OBJECTID
6932 BRKEY
7322 NBI No.
7322 On Under
1 Structure No.
1820R1682 X Control No.
020 Lane Ind.
Milepoint
16820 Facility Carried
S.H. 10 Feature Intersected
BIG CREEK Division
08 County
035 Location
17 MI W JCT US 59 Sufficiency
51.6 Kind Hwy
3 Level Service
1 Route No.
00010 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
1939 ADT Total
250 ADT Year
2016 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
26.001 Span Type Main
M Material
3 - Steel Design
02 Length
161.089 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.
4 Deck Rating
3 Super Rating
4 Sub Rating
4 Chan. Rating
7 Culv. Rating
N Structure Rating
4 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
53.242 HS Inv. Rating Method
1 HS Inv. Method
31.857 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
400 Future ADT Year
2036 Bypass Detour
85.127853 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
07322 ODOT County
18 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
50ft.-60ft.-50ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1820 1682 X H Index
56.5005 Latitude
36:53:15.57 Longitude
-95:24:00.52 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 10 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
07322 Vault Link
http://plansrv1/bridgemaintvault/b07322 GIS FO/SD
SD H Inv. Method
24.802 Latitude DD
36.88765833 Longitude DD
-95.40014444 ODOT County Number
18 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
6932 x
-10619895.5006655 y
4423459.35403723 |
|||||||||||||||||||||||||||||||||||||
| 07321 | 2416R0777 X | 7321 | — | S.H. 15 / S.H. 74 | RED ROCK CREEK TRIB. | 2416 0777 X | 50ft.-60ft.-50ft. I-BM SPANS SK.45 DEG. | 1939 | 36.51079444 | -97.5864 | 162.769 | 27.001 | — | 3 | 45 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 22.2 | 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 | 680 | 2007 | 5 | Unmatched |
|
Raw data
OBJECTID
6931 BRKEY
7321 NBI No.
7321 On Under
1 Structure No.
2416R0777 X Control No.
016 Lane Ind.
Milepoint
07770 Facility Carried
S.H. 15 / S.H. 74 Feature Intersected
RED ROCK CREEK TRIB. Division
04 County
047 Location
7.8 MI N JCT US 64 Sufficiency
22.2 Kind Hwy
3 Level Service
1 Route No.
00015 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
1939 ADT Total
680 ADT Year
2007 Design Load
H 20 Skew
45 No. Main Spans
3 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
23.999 Span Type Main
M Material
3 - Steel Design
02 Length
162.769 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.
2 Deck Rating
3 Super Rating
3 Sub Rating
4 Chan. Rating
6 Culv. Rating
N Structure Rating
3 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
47.069 HS Inv. Rating Method
1 HS Inv. Method
28.219 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1088 Future ADT Year
2027 Bypass Detour
53.000002 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
07321 ODOT County
24 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
50ft.-60ft.-50ft. I-BM SPANS SK.45 DEG. Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
2416 0777 X H Index
49.2642 Latitude
36:30:38.86 Longitude
-97:35:11.04 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 15 & 74 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
07321 Vault Link
http://plansrv1/bridgemaintvault/b07321 GIS FO/SD
SD H Inv. Method
21.936 Latitude DD
36.51079444 Longitude DD
-97.5864 ODOT County Number
24 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
6931 x
-10863268.3563487 y
4371135.44761715 |
|||||||||||||||||||||||||||||||||||||
| 07320 | 6402 0436 X | 7320 | — | U.S. 271 | BEAVER CREEK | 6402 0436 X | 50ft. - 60ft. - 50ft. I-BEAM | 1939 | 34.21978333 | -95.62280833 | 161.001 | 34.199 | — | 3 | 0 | 2 | 32.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 86.2 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 3800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
6912 BRKEY
7320 NBI No.
7320 On Under
1 Structure No.
6402 0436 X Control No.
002 Lane Ind.
Milepoint
04360 Facility Carried
U.S. 271 Feature Intersected
BEAVER CREEK Division
02 County
127 Location
4.36 N CHOCTAW C/L Sufficiency
86.2 Kind Hwy
2 Level Service
1 Route No.
00271 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1939 ADT Total
3800 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
32.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
32.001 Span Type Main
M Material
3 - Steel Design
02 Length
161.001 Deck Width
34.199 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
63.2 HS Inv. Rating Method
1 HS Inv. Method
37.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6080 Future ADT Year
2042 Bypass Detour
39.767756 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
07320 ODOT County
64 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
1.099 Rt. Curb SW
1.099 Description
50ft. - 60ft. - 50ft. I-BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6402 0436 X H Index
99.7616 Latitude
34:13:11.22 Longitude
-95:37:22.11 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 271 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
003 NBI Text
07320 Vault Link
http://plansrv1/bridgemaintvault/b07320 GIS FO/SD
Meets Standards H Inv. Method
29.7 Latitude DD
34.21978333 Longitude DD
-95.62280833 ODOT County Number
64 Maint. Dist.
2 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
6912 x
-10644682.3315184 y
4058351.87487348 |
|||||||||||||||||||||||||||||||||||||
| 07318 | 1804R1150 X | 7318 | — | U.S. 60 | S.L. & S.F. R.R. UNDER | 1804 1150 X | 3-50ft. I-BM. SPANS | 1939 | 36.63150833 | -95.24706111 | 150.919 | 27.999 | — | 3 | 0 | 2 | 26.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 41.2 | Poor (4) | Serious (3) | 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 | 2009 | 5 | Unmatched |
|
Raw data
OBJECTID
6910 BRKEY
7318 NBI No.
7318 On Under
1 Structure No.
1804R1150 X Control No.
004 Lane Ind.
Milepoint
11500 Facility Carried
U.S. 60 Feature Intersected
S.L. & S.F. R.R. UNDER Division
08 County
035 Location
0.6 MI W JCT SH 66 Sufficiency
41.2 Kind Hwy
2 Level Service
1 Route No.
00060 Service Type On
1 Service Type Off
2 Vertical Clearance
N Horizontal Clearance
26.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1939 ADT Total
2000 ADT Year
2009 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
26.001 Ref. Underclearance Rt.
R Underclearance Right
13.599 Underclearance Left
26.699 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
26.001 Span Type Main
M Material
3 - Steel Design
02 Length
150.919 Deck Width
27.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
3 Super Rating
4 Sub Rating
4 Chan. Rating
N Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
52.25 HS Inv. Rating Method
1 HS Inv. Method
31.306 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3200 Future ADT Year
2029 Bypass Detour
27.961703 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
07318 ODOT County
18 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-50ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1804 1150 X H Index
56.8425 Latitude
36:37:53.43 Longitude
-95:14:49.42 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 60 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
07318 Vault Link
http://plansrv1/bridgemaintvault/b07318 GIS FO/SD
SD H Inv. Method
25.574 Latitude DD
36.63150833 Longitude DD
-95.24706111 ODOT County Number
18 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
6910 x
-10602854.342321 y
4387867.51078244 |
|||||||||||||||||||||||||||||||||||||
| 07317 | 6352R0230 X | 7317 | — | S.H. 3E (MC ARTHUR | A.T. & S.F. R.R. UNDER | 6352R0230 X | 3-50ft. I-BM. SPANS SK. 76 DEG. WITH 2-3ft. SIDEWALKS | 1939 | 35.36166667 | -96.91666667 | 151.903 | 33.999 | — | 3 | 14 | 2 | 26.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 25.9 | Poor (4) | Poor (4) | Poor (4) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 16 - Minor Arterial (Urban) | B | 10000 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
6909 BRKEY
7317 NBI No.
7317 On Under
1 Structure No.
6352R0230 X Control No.
052 Lane Ind.
Milepoint
02300 Facility Carried
S.H. 3E (MC ARTHUR Feature Intersected
A.T. & S.F. R.R. UNDER Division
03 County
125 Location
0.3 MI W JCT SH 18 Sufficiency
25.9 Kind Hwy
3 Level Service
1 Route No.
0003E Service Type On
5 Service Type Off
2 Vertical Clearance
_ Horizontal Clearance
26.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
16 - Minor Arterial (Urban) Year Built
1939 ADT Total
10000 ADT Year
1999 Design Load
H 20 Skew
14 No. Main Spans
3 Road Width
26.001 Ref. Underclearance Rt.
R Underclearance Right
10 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
37.999 Span Type Main
M Material
3 - Steel Design
02 Length
151.903 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
4 Super Rating
4 Sub Rating
4 Chan. Rating
N Culv. Rating
N Structure Rating
4 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
N 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
10000 Future ADT Year
2017 Bypass Detour
18.019764 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
07317 ODOT County
63 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
2.999 Rt. Curb SW
2.999 Description
3-50ft. I-BM. SPANS SK. 76 DEG. WITH 2-3ft. SIDEWALKS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6352R0230 X H Index
100 Latitude
35:21:42 Longitude
-96:55:00 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 3E (MC ARTHUR 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
07317 Vault Link
http://plansrv1/bridgemaintvault/b07317 GIS FO/SD
SD H Inv. Method
19.842 Latitude DD
35.36166667 Longitude DD
-96.91666667 ODOT County Number
63 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
6909 x
-10788713.9830858 y
4213139.46619847 |
|||||||||||||||||||||||||||||||||||||
| 07315 | 1820R1739 X | 7315 | — | S.H. 10 | BRUSH CREEK | 1820 1739 X | 40ft.-60ft.-40ft. I-BM. SPANS ON A 2% GRADE | 1939 | 36.887675 | -95.410475 | 141.076 | 28.999 | — | 3 | 0 | 2 | 26.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 48.9 | Poor (4) | Poor (4) | Poor (4) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 630 | 2007 | 5 | Unmatched |
|
Raw data
OBJECTID
6907 BRKEY
7315 NBI No.
7315 On Under
1 Structure No.
1820R1739 X Control No.
020 Lane Ind.
Milepoint
17390 Facility Carried
S.H. 10 Feature Intersected
BRUSH CREEK Division
08 County
035 Location
1.2 MI E NOWATA C/L Sufficiency
48.9 Kind Hwy
3 Level Service
1 Route No.
00010 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
26.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1939 ADT Total
630 ADT Year
2007 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
26.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
23.999 Span Type Main
M Material
3 - Steel Design
02 Length
141.076 Deck Width
28.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
4 Deck Rating
4 Super Rating
4 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
4 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
52.36 HS Inv. Rating Method
1 HS Inv. Method
31.416 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1008 Future ADT Year
2027 Bypass Detour
85.127853 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
07315 ODOT County
18 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
40ft.-60ft.-40ft. I-BM. SPANS ON A 2% GRADE Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1820 1739 X H Index
50.5722 Latitude
36:53:15.63 Longitude
-95:24:37.71 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 10 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
07315 Vault Link
http://plansrv1/bridgemaintvault/b07315 GIS FO/SD
SD H Inv. Method
22.156 Latitude DD
36.887675 Longitude DD
-95.410475 ODOT County Number
18 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
6907 x
-10621045.4933444 y
4423461.67419689 |
|||||||||||||||||||||||||||||||||||||
| 07219 | 6123 2088 X | 7219 | — | S.H. 63 | CREEK | 6123 2088 X | (2) 20ft. CONTINUOUS CONCRETE SLAB | 1939 | 34.85074444 | -95.59393333 | 42.001 | 22.402 | — | 2 | 0 | 2 | 20 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 75.7 | 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 | 410 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
6901 BRKEY
7219 NBI No.
7219 On Under
1 Structure No.
6123 2088 X Control No.
023 Lane Ind.
Milepoint
20880 Facility Carried
S.H. 63 Feature Intersected
CREEK Division
02 County
121 Location
0.7 SW JCT US 270 Sufficiency
75.7 Kind Hwy
3 Level Service
1 Route No.
00063 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
20 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
1939 ADT Total
410 ADT Year
2022 Design Load
H 10 Skew
0 No. Main Spans
2 Road Width
20 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
17.999 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
42.001 Deck Width
22.402 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
6 Super Rating
6 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
6 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
5 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
88.185 HS Inv. Rating Method
1 HS Inv. Method
52.801 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
656 Future ADT Year
2042 Bypass Detour
31.689931 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
07219 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
6 Lft. Curb SW
0.499 Rt. Curb SW
0.499 Description
(2) 20ft. CONTINUOUS CONCRETE SLAB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6123 2088 X H Index
99.3626 Latitude
34:51:02.68 Longitude
-95:35:38.16 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 63 Scour
8 Design Structure
1 - Slab FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
090 NBI Text
07219 Vault Link
http://plansrv1/bridgemaintvault/b07219 GIS FO/SD
FO H Inv. Method
29.321 Latitude DD
34.85074444 Longitude DD
-95.59393333 ODOT County Number
61 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
6901 x
-10641467.9812217 y
4143616.3630237 |