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 | |||||||||||||||||||||||||||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 12613 | 3630 1113 X | 12613 | Kay | U.S. 60 | PIPELINE/ UTIL. UNDER | 3630 1113 X | 35ft.-40ft.-35ft. I-BM. SPANS W/ TR-4 RAILS | 1951 | 36.68072222 | -97.08528611 | 111.329 | 32.169 | — | 3 | 0 | 2 | 30 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 69.4 | Fair (5) | Good (7) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 4700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12223 BRKEY
12613 NBI No.
12613 On Under
1 Structure No.
3630 1113 X Control No.
030 Lane Ind.
Milepoint
11130 Facility Carried
U.S. 60 Feature Intersected
PIPELINE/ UTIL. UNDER Division
04 County
071 Location
14.5 MI E JCT I 35 Sufficiency
69.4 Kind Hwy
2 Level Service
1 Route No.
00060 Service Type On
1 Service Type Off
0 Vertical Clearance
_ Horizontal Clearance
30 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1951 ADT Total
4700 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
34.003 Span Type Main
M Material
3 - Steel Design
02 Length
111.329 Deck Width
32.169 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
7 Super Rating
6 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
84 HS Inv. Rating Method
1 HS Inv. Method
50 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
7520 Future ADT Year
2042 Bypass Detour
4.97097 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
50 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
12613 ODOT County
36 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
35ft.-40ft.-35ft. I-BM. SPANS W/ TR-4 RAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3630 1113 X H Index
81.9604 Latitude
36:40:50.6 Longitude
-97:05:07.03 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
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
12613 Vault Link
http://plansrv1/bridgemaintvault/b12613 GIS FO/SD
Meets Standards H Inv. Method
34 Latitude DD
36.68072222 Longitude DD
-97.08528611 ODOT County Number
36 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
12223 x
-10807484.6132845 y
4394696.52991616 |
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| 12612 | 1406R0657EX | 12612 | Cleveland | U.S. 77 | I-35 NB UNDER | 1406 0657EX | 30ft.-49ft.-30ft. CONC. SL | 1951 | 35.27951667 | -97.48429167 | 109.908 | 33.136 | — | 3 | 15 | 2 | 27.887 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 23.9 | Poor (4) | Poor (4) | Poor (4) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | A | 8100 | 2007 | 5 | Unmatched |
|
Raw data
OBJECTID
12222 BRKEY
12612 NBI No.
12612 On Under
1 Structure No.
1406R0657EX Control No.
Lane Ind.
Milepoint
Facility Carried
U.S. 77 Feature Intersected
I-35 NB UNDER Division
03 County
027 Location
US 77 SB; @JCT I-35 NB Sufficiency
23.9 Kind Hwy
2 Level Service
1 Route No.
00077 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
27.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1951 ADT Total
8100 ADT Year
2007 Design Load
H 20 Skew
15 No. Main Spans
3 Road Width
27.887 Ref. Underclearance Rt.
H Underclearance Right
9.843 Underclearance Left
5.906 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
27.999 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
109.908 Deck Width
33.136 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
4 Super Rating
4 Sub Rating
4 Chan. Rating
N Culv. Rating
N Structure Rating
4 Deck Geometry
3 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
2 HS Operating Rating
36.046 HS Inv. Rating Method
2 HS Inv. Method
24.802 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
12960 Future ADT Year
2027 Bypass Detour
8.077825 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1509 Max Measured Clearance
1600 Min Measured Clearance
1600 NBI Rating
12612 ODOT County
14 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
4 Lft. Curb SW
0 Rt. Curb SW
0 Description
30ft.-49ft.-30ft. CONC. SL Route Flag
Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1406 0657EX H Index
36.3825 Latitude
35:16:46.26 Longitude
-97:29:03.45 I257A
_ I257B
1 I257C
0 I257D
_ I257E
_ I263
_ Roadway Name
U.S. 77 Scour
N Design Structure
1 - Slab FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
12612 Vault Link
http://plansrv1/bridgemaintvault/b12612 GIS FO/SD
SD H Inv. Method
-1 Latitude DD
35.27951667 Longitude DD
-97.48429167 ODOT County Number
14 Maint. Dist.
3 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
12222 x
-10851901.7090474 y
4201931.52028293 |
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| 12521 | 1422 0774 X | 12521 | Cleveland | S.H. 39 | CREEK | 1422 0774 X | 2-10ft.X 10ft.X 46ft. RDY | 1951 | 35.0149 | -97.20607222 | 26.903 | 45.932 | — | 2 | 30 | 2 | 23.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 65.5 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 4200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12221 BRKEY
12521 NBI No.
12521 On Under
1 Structure No.
1422 0774 X Control No.
022 Lane Ind.
Milepoint
07740 Facility Carried
S.H. 39 Feature Intersected
CREEK Division
03 County
027 Location
7.7 MI E JCT US77 Sufficiency
65.5 Kind Hwy
3 Level Service
1 Route No.
00039 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
06 - Minor Arterial (Rural) Year Built
1951 ADT Total
4200 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
2 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
4 Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
26.903 Deck Width
45.932 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
7 Structure Rating
7 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
99.97 HS Inv. Rating Method
1 HS Inv. Method
64.51 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6720 Future ADT Year
2042 Bypass Detour
55.923407 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
12521 ODOT County
14 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 10ft.X 46ft. RDY Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1422 0774 X H Index
98.2249 Latitude
35:00:53.64 Longitude
-97:12:21.86 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 39 Scour
7 Design Structure
19 - Culvert FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
12521 Vault Link
http://plansrv1/bridgemaintvault/b12521 GIS FO/SD
FO H Inv. Method
35.84 Latitude DD
35.0149 Longitude DD
-97.20607222 ODOT County Number
14 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
12221 x
-10820930.4615446 y
4165906.17894721 |
|||||||||||||||||||||||||||||||||||||
| 12520 | 7112 0737 X | 12520 | Tillman | S.H. 5 | CREEK | 7112 0737 X | 3-6ft.x5ft.x34ft. RDY. R.C.B. W/ CONC HANDRAILS | 1951 | 34.46463611 | -99.13250833 | 21.982 | 36.001 | — | 3 | 0 | 2 | 34.003 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 91 | 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 | 800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12220 BRKEY
12520 NBI No.
12520 On Under
1 Structure No.
7112 0737 X Control No.
012 Lane Ind.
Milepoint
07370 Facility Carried
S.H. 5 Feature Intersected
CREEK Division
05 County
141 Location
3.0 MI S JCT S.H. 5C Sufficiency
91 Kind Hwy
3 Level Service
1 Route No.
00005 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
34.003 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
1951 ADT Total
800 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
34.003 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
28.002 Span Type Main
M Material
1 - Concrete Design
19 Length
21.982 Deck Width
36.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
6 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
45.966 HS Inv. Rating Method
1 HS Inv. Method
27.558 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1280 Future ADT Year
2042 Bypass Detour
36.039529 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
12520 ODOT County
71 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-6ft.x5ft.x34ft. RDY. R.C.B. W/ CONC HANDRAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7112 0737 X H Index
93.2048 Latitude
34:27:52.69 Longitude
-99:07:57.03 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
12520 Vault Link
http://plansrv1/bridgemaintvault/b12520 GIS FO/SD
Meets Standards H Inv. Method
15.543 Latitude DD
34.46463611 Longitude DD
-99.13250833 ODOT County Number
71 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
12220 x
-11035380.3483555 y
4091363.24786417 |
|||||||||||||||||||||||||||||||||||||
| 12519 | 2624 0737 X | 12519 | Grady | S.H. 37 | CREEK | 2624 0737 X | 2-10ft.X 8ft.X 38ft. R.C. BOX WITH 3ft. CURTAIN WALLS | 1951 | 35.33418889 | -97.96501111 | 25.899 | 40 | — | 2 | 60 | 2 | 37.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 89.8 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12219 BRKEY
12519 NBI No.
12519 On Under
1 Structure No.
2624 0737 X Control No.
024 Lane Ind.
Milepoint
07370 Facility Carried
S.H. 37 Feature Intersected
CREEK Division
07 County
051 Location
1.3 MI W US81 Sufficiency
89.8 Kind Hwy
3 Level Service
1 Route No.
00037 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.999 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
1951 ADT Total
1700 ADT Year
2022 Design Load
HS 20 Skew
60 No. Main Spans
2 Road Width
37.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
33.999 Span Type Main
M Material
1 - Concrete Design
19 Length
25.899 Deck Width
40 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
70.8 HS Inv. Rating Method
1 HS Inv. Method
42.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2720 Future ADT Year
2042 Bypass Detour
52.800001 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
0000 Max Measured Clearance
0000 Min Measured Clearance
0000 NBI Rating
12519 ODOT County
26 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 8ft.X 38ft. R.C. BOX WITH 3ft. CURTAIN WALLS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2624 0737 X H Index
98.6009 Latitude
35:20:03.08 Longitude
-97:57:54.04 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 37 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
69-26 NBI Text
12519 Vault Link
http://plansrv1/bridgemaintvault/b12519 GIS FO/SD
Meets Standards H Inv. Method
23.6 Latitude DD
35.33418889 Longitude DD
-97.96501111 ODOT County Number
26 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
12219 x
-10905415.1523226 y
4209389.33096202 |
|||||||||||||||||||||||||||||||||||||
| 12518 | 7308 0710 X | 12518 | Wagoner | U.S. 69 | CREEK | 7308 0710 X | 2-10ft.X 10ft.X 235ft. R.C.BOX | 1951 | 36.057181 | -95.365089 | 22.966 | 0 | — | 2 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 69.4 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 10900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12218 BRKEY
12518 NBI No.
12518 On Under
1 Structure No.
7308 0710 X Control No.
008 Lane Ind.
Milepoint
07100 Facility Carried
U.S. 69 Feature Intersected
CREEK Division
01 County
145 Location
7.4 MI N JCT SH-51 Sufficiency
69.4 Kind Hwy
2 Level Service
1 Route No.
00069 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
99.9 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1951 ADT Total
10900 ADT Year
2022 Design Load
HS 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
4 Fill RCB
20 Appr. Roadway Width
76.001 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.053 HS Inv. Rating Method
1 HS Inv. Method
36.046 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
17440 Future ADT Year
2042 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
12518 ODOT County
73 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 10ft.X 235ft. R.C.BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7308 0710 X H Index
95.4979 Latitude
36:03:25.85 Longitude
-95:21:54.32 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 69 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
12518 Vault Link
http://plansrv1/bridgemaintvault/b12518 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
36.057181 Longitude DD
-95.365089 ODOT County Number
73 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
12218 x
-10615993.1469352 y
4308492.2446478 |
|||||||||||||||||||||||||||||||||||||
| 12517 | 6328 0696 X | 12517 | Pottawatomie | S.H. 39 | CREEK | 6328 0696 X | 2-10ft.X11ft.X30ft.W/PARAP | 1951 | 34.98576389 | -97.03473611 | 22.966 | 23.999 | — | 2 | 0 | 2 | 23.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 76.1 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12217 BRKEY
12517 NBI No.
12517 On Under
1 Structure No.
6328 0696 X Control No.
028 Lane Ind.
Milepoint
06960 Facility Carried
S.H. 39 Feature Intersected
CREEK Division
03 County
125 Location
7.2 MI E CLEVELAND CL Sufficiency
76.1 Kind Hwy
3 Level Service
1 Route No.
00039 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
06 - Minor Arterial (Rural) Year Built
1951 ADT Total
1900 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 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
22.966 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.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
62.44 HS Inv. Rating Method
1 HS Inv. Method
37.46 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3040 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
12517 ODOT County
63 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.X11ft.X30ft.W/PARAP Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6328 0696 X H Index
64.9905 Latitude
34:59:08.75 Longitude
-97:02:05.05 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 39 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
12517 Vault Link
http://plansrv1/bridgemaintvault/b12517 GIS FO/SD
Meets Standards H Inv. Method
20.81 Latitude DD
34.98576389 Longitude DD
-97.03473611 ODOT County Number
63 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
12217 x
-10801857.4130249 y
4161946.6818327 |
|||||||||||||||||||||||||||||||||||||
| 12516 | 7112 0638 X | 12516 | Tillman | S.H. 5 | CREEK | 7112 0638 X | 3-6ft.x4ft.x34ft. RDY. R.C.B. | 1951 | 34.47913333 | -99.13247778 | 20.997 | 36.001 | — | 3 | 0 | 2 | 34.003 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 90.3 | 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 | 800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12216 BRKEY
12516 NBI No.
12516 On Under
1 Structure No.
7112 0638 X Control No.
012 Lane Ind.
Milepoint
06380 Facility Carried
S.H. 5 Feature Intersected
CREEK Division
05 County
141 Location
2.0 MI S JCT S.H. 5C Sufficiency
90.3 Kind Hwy
3 Level Service
1 Route No.
00005 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
34.003 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
1951 ADT Total
800 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
34.003 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
28.002 Span Type Main
M Material
1 - Concrete Design
19 Length
20.997 Deck Width
36.001 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
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
44.974 HS Inv. Rating Method
1 HS Inv. Method
27.007 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1280 Future ADT Year
2042 Bypass Detour
36.039529 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
12516 ODOT County
71 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-6ft.x4ft.x34ft. RDY. R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7112 0638 X H Index
94.1948 Latitude
34:28:44.88 Longitude
-99:07:56.92 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
12516 Vault Link
http://plansrv1/bridgemaintvault/b12516 GIS FO/SD
Meets Standards H Inv. Method
15.212 Latitude DD
34.47913333 Longitude DD
-99.13247778 ODOT County Number
71 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
12216 x
-11035376.9475451 y
4093320.81127145 |
|||||||||||||||||||||||||||||||||||||
| 12802 | 7516R1101 X | 12802 | Washita | S.H. 44 | TURKEY CREEK O'FLOW | 7516 1101 X | 3-25ft. REINF. CONC. SLAB SPANS | 1952 | 35.450528 | -99.170128 | 75.131 | 29.003 | — | 3 | 0 | 2 | 26.001 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 67 | Fair (5) | Satisfactory (6) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1100 | 2020 | 5 | Unmatched |
|
Raw data
OBJECTID
12215 BRKEY
12802 NBI No.
12802 On Under
1 Structure No.
7516R1101 X Control No.
016 Lane Ind.
Milepoint
11010 Facility Carried
S.H. 44 Feature Intersected
TURKEY CREEK O'FLOW Division
05 County
149 Location
0.4 MI N JCT I-40 Sufficiency
67 Kind Hwy
3 Level Service
1 Route No.
00044 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
07 - Major Collector (Rural) Year Built
1952 ADT Total
1100 ADT Year
2020 Design Load
H 15 Skew
0 No. Main Spans
3 Road Width
26.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
30 Span Type Main
M Material
1 - Concrete Design
01 Length
75.131 Deck Width
29.003 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
5 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
68.5 HS Inv. Rating Method
1 HS Inv. Method
41 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1760 Future ADT Year
2040 Bypass Detour
39.767756 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
50 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
12802 ODOT County
75 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-25ft. REINF. CONC. SLAB SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
7516 1101 X H Index
96.2187 Latitude
35:27:01.9 Longitude
-99:10:12.46 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 44 Scour
8 Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
12802 Vault Link
http://plansrv1/bridgemaintvault/b12802 GIS FO/SD
Meets Standards H Inv. Method
22.8 Latitude DD
35.450528 Longitude DD
-99.170128 ODOT County Number
75 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
12215 x
-11039568.1508638 y
4225275.90452649 |
|||||||||||||||||||||||||||||||||||||
| 12706 | 5106 1026 X | 12706 | Muskogee | U.S. 62 | CREEK | 5106 1026 X | 3-8ft.X 5ft.X 152ft. R.C.B | 1952 | 35.79826667 | -95.16700833 | 26.903 | 0 | — | 3 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 64.3 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 12100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12209 BRKEY
12706 NBI No.
12706 On Under
1 Structure No.
5106 1026 X Control No.
006 Lane Ind.
Milepoint
10260 Facility Carried
U.S. 62 Feature Intersected
CREEK Division
01 County
101 Location
10.2 MI E JCT SH 16 Sufficiency
64.3 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
80 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
1952 ADT Total
12100 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
FG Appr. Roadway Width
80 Span Type Main
M Material
1 - Concrete Design
19 Length
26.903 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
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
47.4 HS Inv. Rating Method
1 HS Inv. Method
28.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
19360 Future ADT Year
2042 Bypass Detour
37.903642 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
12706 ODOT County
51 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-8ft.X 5ft.X 152ft. R.C.B Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5106 1026 X H Index
97.4672 Latitude
35:47:53.76 Longitude
-95:10:01.23 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 62 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
12706 Vault Link
http://plansrv1/bridgemaintvault/b12706 GIS FO/SD
Meets Standards H Inv. Method
16.1 Latitude DD
35.79826667 Longitude DD
-95.16700833 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
12209 x
-10593942.9076148 y
4272898.56333997 |
|||||||||||||||||||||||||||||||||||||
| 12705 | 4902 1019 X | 12705 | Mayes | U.S. 69 | CREEK | 4902 1019 X | 2-10ft. X 10ft. X 124ft. R.C.BOX | 1952 | 36.21975278 | -95.34075556 | 22.966 | 0 | — | 2 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 69 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 14000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12208 BRKEY
12705 NBI No.
12705 On Under
1 Structure No.
4902 1019 X Control No.
002 Lane Ind.
Milepoint
10190 Facility Carried
U.S. 69 Feature Intersected
CREEK Division
08 County
097 Location
10.3 MI N WAGONER C/L Sufficiency
69 Kind Hwy
2 Level Service
1 Route No.
00069 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
36.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1952 ADT Total
14000 ADT Year
2022 Design Load
HS 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
4 Fill RCB
10 Appr. Roadway Width
36.001 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.1 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
22400 Future ADT Year
2042 Bypass Detour
27.961703 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
12705 ODOT County
49 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 124ft. R.C.BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4902 1019 X H Index
97.9065 Latitude
36:13:11.11 Longitude
-95:20:26.72 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 69 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
12705 Vault Link
http://plansrv1/bridgemaintvault/b12705 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
36.21975278 Longitude DD
-95.34075556 ODOT County Number
49 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
12208 x
-10613284.3607852 y
4330901.29843189 |
|||||||||||||||||||||||||||||||||||||
| 12704 | 3630 1087 X | 12704 | Kay | U.S. 60 | CREEK | 3630 1010 X | 2-10ft. X 9ft. X 91ft. R.C.BOX SK.71 DEG. 30ft. RF | 1952 | 36.68066389 | -97.10307222 | 21.998 | 0 | — | 2 | 18 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 98.7 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 4700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12207 BRKEY
12704 NBI No.
12704 On Under
1 Structure No.
3630 1087 X Control No.
030 Lane Ind.
Milepoint
10870 Facility Carried
U.S. 60 Feature Intersected
CREEK Division
04 County
071 Location
14.3 MI E JCT I 35 Sufficiency
98.7 Kind Hwy
2 Level Service
1 Route No.
00060 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
90.997 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1952 ADT Total
4700 ADT Year
2022 Design Load
HS 20 Skew
18 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
13 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
21.998 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
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.053 HS Inv. Rating Method
1 HS Inv. Method
36.046 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
7520 Future ADT Year
2042 Bypass Detour
3.728227 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
50 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
12704 ODOT County
36 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 9ft. X 91ft. R.C.BOX SK.71 DEG. 30ft. RF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3630 1010 X H Index
95.9369 Latitude
36:40:50.39 Longitude
-97:06:11.06 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 60 Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
12704 Vault Link
http://plansrv1/bridgemaintvault/b12704 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
36.68066389 Longitude DD
-97.10307222 ODOT County Number
36 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
12207 x
-10809464.5539929 y
4394688.43334225 |
|||||||||||||||||||||||||||||||||||||
| 12703 | 5106 1004 X | 12703 | Muskogee | U.S. 62 | MANARD BAYOU TRIB. | 5106 1004 X | 3-8ft.X 8ft.X 150ft. R.C.B | 1952 | 35.79827778 | -95.17115556 | 26.903 | 0 | — | 3 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 82.7 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 12100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12206 BRKEY
12703 NBI No.
12703 On Under
1 Structure No.
5106 1004 X Control No.
006 Lane Ind.
Milepoint
10040 Facility Carried
U.S. 62 Feature Intersected
MANARD BAYOU TRIB. Division
01 County
101 Location
10.0 MI E JCT SH 16 Sufficiency
82.7 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
80 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
1952 ADT Total
12100 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
FG Appr. Roadway Width
80 Span Type Main
M Material
1 - Concrete Design
19 Length
26.903 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
53.94 HS Inv. Rating Method
1 HS Inv. Method
32.36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
19360 Future ADT Year
2042 Bypass Detour
0.5 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
12703 ODOT County
51 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-8ft.X 8ft.X 150ft. R.C.B Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5106 1004 X H Index
96.4538 Latitude
35:47:53.8 Longitude
-95:10:16.16 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 62 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
12703 Vault Link
http://plansrv1/bridgemaintvault/b12703 GIS FO/SD
Meets Standards H Inv. Method
18.08 Latitude DD
35.79827778 Longitude DD
-95.17115556 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
12206 x
-10594404.5751466 y
4272900.08816775 |
|||||||||||||||||||||||||||||||||||||
| 12702 | 2528 0978 X | 12702 | Garvin | S.H. 74 | CREEK | 2528 0978 X | 2-10ft.X10ft.X42ft. SK60 3 | 1952 | 34.76308056 | -97.40539722 | 25.919 | 0 | — | 2 | 30 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 91.7 | 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 | 1800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12205 BRKEY
12702 NBI No.
12702 On Under
1 Structure No.
2528 0978 X Control No.
028 Lane Ind.
Milepoint
09780 Facility Carried
S.H. 74 Feature Intersected
CREEK Division
03 County
049 Location
10.1 MI N JCT SH 29 Sufficiency
91.7 Kind Hwy
3 Level Service
1 Route No.
00074 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
22.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1952 ADT Total
1800 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
3 Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
25.919 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
7 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.54 HS Inv. Rating Method
1 HS Inv. Method
29.72 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2880 Future ADT Year
2042 Bypass Detour
29.204446 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
12702 ODOT County
25 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X10ft.X42ft. SK60 3 Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2528 0978 X H Index
98.02 Latitude
34:45:47.09 Longitude
-97:24:19.43 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 74 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
12702 Vault Link
http://plansrv1/bridgemaintvault/b12702 GIS FO/SD
Meets Standards H Inv. Method
16.51 Latitude DD
34.76308056 Longitude DD
-97.40539722 ODOT County Number
25 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
12205 x
-10843119.2190469 y
4131731.167662 |
|||||||||||||||||||||||||||||||||||||
| 12701 | 6816 0953 X | 12701 | Sequoyah | S.H. 82 / S.H. 100 | CREEK | 6816 0953 X | (2) 10ft. X 8ft. X 52ft. LONG RCB | 1952 | 35.61645278 | -94.96316111 | 23 | 50 | — | 2 | 0 | 2 | 48 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 96.5 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12204 BRKEY
12701 NBI No.
12701 On Under
1 Structure No.
6816 0953 X Control No.
016 Lane Ind.
Milepoint
09530 Facility Carried
S.H. 82 / S.H. 100 Feature Intersected
CREEK Division
01 County
135 Location
9.53 N JCT US-64 Sufficiency
96.5 Kind Hwy
3 Level Service
1 Route No.
00082 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
50 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1952 ADT Total
1700 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
48 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
8 Appr. Roadway Width
24 Span Type Main
M Material
1 - Concrete Design
19 Length
23 Deck Width
50 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
7 HS Operating Rating Method
2 HS Operating Rating
49.1 HS Inv. Rating Method
2 HS Inv. Method
36 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
2720 Future ADT Year
2042 Bypass Detour
4 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
12701 ODOT County
68 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 8ft. X 52ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6816 0953 X H Index
67.9517 Latitude
35:36:59.23 Longitude
-94:57:47.38 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 82 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
16-0953 NBI Text
12701 Vault Link
http://plansrv1/bridgemaintvault/b12701 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
35.61645278 Longitude DD
-94.96316111 ODOT County Number
68 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
12204 x
-10571250.7388848 y
4247973.39896377 |
|||||||||||||||||||||||||||||||||||||
| 12611 | 0208R0156 X | 12611 | Alfalfa | S.H. 8 | CREEK | 0208 0156 X | 4(10.25-12.5)x6x42ft. | 1951 | 36.48564444 | -98.42637222 | 111.877 | 36.299 | — | 8 | 30 | 2 | 33.501 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Closed (K) | 67.8 | Poor (4) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Poor (4) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 910 | 2007 | 5 | Unmatched |
|
Raw data
OBJECTID
12203 BRKEY
12611 NBI No.
12611 On Under
1 Structure No.
0208R0156 X Control No.
008 Lane Ind.
Milepoint
01560 Facility Carried
S.H. 8 Feature Intersected
CREEK Division
06 County
003 Location
1.6 MI.N.MAJOR CL Sufficiency
67.8 Kind Hwy
3 Level Service
1 Route No.
00008 Service Type On
1 Service Type Off
5 Vertical Clearance
n Horizontal Clearance
33.501 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
1951 ADT Total
910 ADT Year
2007 Design Load
HS 20 Skew
30 No. Main Spans
8 Road Width
33.501 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
01 Appr. Roadway Width
28.009 Span Type Main
M Material
1 - Concrete Design
19 Length
111.877 Deck Width
36.299 Bridge Open Closed
K TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
7 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
4 Structure Rating
4 Deck Geometry
6 Underclearance
N Bridge Posting
0 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
0 HS Inv. Rating Method
2 HS Inv. Method
0 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
1456 Future ADT Year
2027 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
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
12611 ODOT County
02 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
4(10.25-12.5)x6x42ft. Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
0208 0156 X H Index
89.6917 Latitude
36:29:08.32 Longitude
-98:25:34.94 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
S.H. 8 Scour
2 Design Structure
19 - Culvert FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
12611 Vault Link
http://plansrv1/bridgemaintvault/b12611 GIS FO/SD
SD H Inv. Method
0 Latitude DD
36.48564444 Longitude DD
-98.42637222 ODOT County Number
2 Maint. Dist.
6 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
12203 x
-10956773.6361596 y
4367652.7120701 |
|||||||||||||||||||||||||||||||||||||
| 12610 | 4022R0334 X | 12610 | Le Flore | F.S. & B.V. R.R. | U.S. 271 UNDER | 4022R0334 X | 30ft.-54ft.-30ft. I-BM. SPANS | 1951 | 35.31666667 | -95.55972222 | 117.126 | 8.999 | — | 3 | 0 | 2 | 8.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | ! | -1 | Not applicable (N) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Not applicable (N) | 27 - Railroad | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | H | 10770 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
12202 BRKEY
12610 NBI No.
12610 On Under
2 Structure No.
4022R0334 X Control No.
022 Lane Ind.
Milepoint
03340 Facility Carried
F.S. & B.V. R.R. Feature Intersected
U.S. 271 UNDER Division
02 County
079 Location
3.4 MI E JCT US59 Sufficiency
-1 Kind Hwy
2 Level Service
1 Route No.
00271 Service Type On
2 Service Type Off
1 Vertical Clearance
_ Horizontal Clearance
37.999 Bridge System
H Owner
27 - Railroad Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1951 ADT Total
10770 ADT Year
1999 Design Load
Railroad Skew
0 No. Main Spans
3 Road Width
8.999 Ref. Underclearance Rt.
H Underclearance Right
7.999 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
7.999 Span Type Main
M Material
3 - Steel Design
02 Length
117.126 Deck Width
8.999 Bridge Open Closed
! TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
9 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
_ Culv. Rating
N Structure Rating
N Deck Geometry
N Underclearance
N Bridge Posting
0 Waterway Adequacy
_ Approach Alignment
_ HS Operating Rating Method
! HS Operating Rating
-1 HS Inv. Rating Method
! HS Inv. Method
-1 H Operating Rating
! H Inv. Rating Method
! Future ADT
9700 Future ADT Year
2017 Bypass Detour
0 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
12610 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
9 Lft. Curb SW
0 Rt. Curb SW
0 Description
30ft.-54ft.-30ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4022R0334 X H Index
-1 Latitude
35:19:00 Longitude
-95:33:35 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
U.S. 271 UNDER 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
12610 Vault Link
http://plansrv1/bridgemaintvault/b12610 GIS FO/SD
Meets Standards H Inv. Method
-1 Latitude DD
35.31666667 Longitude DD
-95.55972222 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
12202 x
-10637659.6178771 y
4206998.58465707 |
|||||||||||||||||||||||||||||||||||||
| 12609 | 4506 1986 X | 12609 | McCurtain | S.H. 3 | BOKTUKLO CREEK | 4506 1986 X | 30ft. - 40ft. - 30ft. RC BEAM | 1951 | 34.074875 | -94.852083 | 101.001 | 31.001 | — | 3 | 0 | 2 | 27.999 | 1 - Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 75.4 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 3100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12201 BRKEY
12609 NBI No.
12609 On Under
1 Structure No.
4506 1986 X Control No.
006 Lane Ind.
Milepoint
19860 Facility Carried
S.H. 3 Feature Intersected
BOKTUKLO CREEK Division
02 County
089 Location
20 E Push Co. Line Sufficiency
75.4 Kind Hwy
3 Level Service
1 Route No.
00003 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
02 - Principal Arterial Other (Rural) Year Built
1951 ADT Total
3100 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
27.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
32.001 Span Type Main
M Material
1 - Concrete Design
02 Length
101.001 Deck Width
31.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
6 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
6 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
47 HS Inv. Rating Method
1 HS Inv. Method
28 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4960 Future ADT Year
2042 Bypass Detour
4.97097 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
12609 ODOT County
45 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
30ft. - 40ft. - 30ft. RC BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4506 1986 X H Index
96.6675 Latitude
34:04:29.55 Longitude
-94:51:07.5 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
37 NBI Text
12609 Vault Link
http://plansrv1/bridgemaintvault/b12609 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
34.074875 Longitude DD
-94.852083 ODOT County Number
45 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
12201 x
-10558885.5802413 y
4038860.34578281 |
|||||||||||||||||||||||||||||||||||||
| 12608 | 5220R1062 X | 12608 | Noble | S.H. 15 | LONG BRANCH CREEK | 5220R1062 X | 30ft.-40ft.-30ft. I-BM SPA | 1901 | 36.46371944 | -97.09270833 | 102.034 | 30.499 | — | 3 | 0 | 2 | 27.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 69.3 | Poor (4) | Critical (2) | Satisfactory (6) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 730 | 2002 | 5 | Unmatched |
|
Raw data
OBJECTID
12200 BRKEY
12608 NBI No.
12608 On Under
1 Structure No.
5220R1062 X Control No.
020 Lane Ind.
Milepoint
10620 Facility Carried
S.H. 15 Feature Intersected
LONG BRANCH CREEK Division
04 County
103 Location
10.8 MI E OF JCT US77 Sufficiency
69.3 Kind Hwy
3 Level Service
1 Route No.
00015 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
1901 ADT Total
730 ADT Year
2002 Design Load
H 15 Skew
0 No. Main Spans
3 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
30 Span Type Main
M Material
3 - Steel Design
02 Length
102.034 Deck Width
30.499 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
6 Sub Rating
7 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
32.518 HS Inv. Rating Method
2 HS Inv. Method
18.85 H Operating Rating
1 H Inv. Rating Method
2 Future ADT
1168 Future ADT Year
2022 Bypass Detour
3.106856 School Bus Rte.
3 Posted Weight
RN Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
12608 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
30ft.-40ft.-30ft. I-BM SPA Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5220R1062 X H Index
76.1815 Latitude
36:27:49.39 Longitude
-97:05:33.75 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
12608 Vault Link
http://plansrv1/bridgemaintvault/b12608 GIS FO/SD
SD H Inv. Method
12.897 Latitude DD
36.46371944 Longitude DD
-97.09270833 ODOT County Number
52 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
12200 x
-10808310.8510354 y
4364617.49219431 |
|||||||||||||||||||||||||||||||||||||
| 12607 | 0527 0563 X | 12607 | Beckham | S.H. 152 | MIDDLE BUFFALO CREEK | 0527 0643 X | 30ft.-40ft.-30ft. WEATHERING STEEL BEAM SPANS | 1951 | 35.42211944 | -99.86469444 | 101.499 | 32.001 | — | 3 | 0 | 2 | 30 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 87.4 | Good (7) | Very good (8) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12199 BRKEY
12607 NBI No.
12607 On Under
1 Structure No.
0527 0563 X Control No.
027 Lane Ind.
Milepoint
05630 Facility Carried
S.H. 152 Feature Intersected
MIDDLE BUFFALO CREEK Division
05 County
009 Location
2.7 MI E JCT S.H. 30 Sufficiency
87.4 Kind Hwy
3 Level Service
1 Route No.
00152 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
30 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1951 ADT Total
2700 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
30 Span Type Main
M Material
3 - Steel Design
02 Length
101.499 Deck Width
32.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
8 Super Rating
8 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
7 HS Operating Rating Method
3 HS Operating Rating
72 HS Inv. Rating Method
3 HS Inv. Method
56 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
4320 Future ADT Year
2042 Bypass Detour
31.068559 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
12607 ODOT County
05 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
30ft.-40ft.-30ft. WEATHERING STEEL BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0527 0643 X H Index
100 Latitude
35:25:19.63 Longitude
-99:51:52.9 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 152 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
12607 Vault Link
http://plansrv1/bridgemaintvault/b12607 GIS FO/SD
Meets Standards H Inv. Method
55 Latitude DD
35.42211944 Longitude DD
-99.86469444 ODOT County Number
5 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
12199 x
-11116886.9332867 y
4221394.48545751 |
|||||||||||||||||||||||||||||||||||||
| 12606 | 5220R0632 X | 12606 | Noble | S.H. 15 | PETIT CREEK | 5220R0632 X | 30ft.-40ft.-30ft. I-BM. SPANS | 1901 | 36.46367222 | -97.17030833 | 101.05 | 30 | — | 3 | 0 | 2 | 27.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 39.3 | Poor (4) | Critical (2) | Satisfactory (6) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 730 | 2002 | 5 | Unmatched |
|
Raw data
OBJECTID
12198 BRKEY
12606 NBI No.
12606 On Under
1 Structure No.
5220R0632 X Control No.
020 Lane Ind.
Milepoint
06320 Facility Carried
S.H. 15 Feature Intersected
PETIT CREEK Division
04 County
103 Location
6.5 MI E OF JCT US77 Sufficiency
39.3 Kind Hwy
3 Level Service
1 Route No.
00015 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
1901 ADT Total
730 ADT Year
2002 Design Load
H 15 Skew
0 No. Main Spans
3 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
30 Span Type Main
M Material
3 - Steel Design
02 Length
101.05 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.
9 Deck Rating
2 Super Rating
6 Sub Rating
4 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
39.353 HS Inv. Rating Method
2 HS Inv. Method
14.881 H Operating Rating
1 H Inv. Rating Method
2 Future ADT
1168 Future ADT Year
2022 Bypass Detour
4.97097 School Bus Rte.
3 Posted Weight
RN Posted Speed Limit
45 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
12606 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
30ft.-40ft.-30ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5220R0632 X H Index
65.6782 Latitude
36:27:49.22 Longitude
-97:10:13.11 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
12606 Vault Link
http://plansrv1/bridgemaintvault/b12606 GIS FO/SD
SD H Inv. Method
14.881 Latitude DD
36.46367222 Longitude DD
-97.17030833 ODOT County Number
52 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
12198 x
-10816949.243521 y
4364610.95615008 |
|||||||||||||||||||||||||||||||||||||
| 12515 | 4824 0541 X | 12515 | Marshall | S.H. 199 | CREEK | 4824 0541 X | (2) 10ft. X 9ft. X 46ft. RCB | 1951 | 34.08544167 | -96.67356389 | 22.999 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 95.9 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12197 BRKEY
12515 NBI No.
12515 On Under
1 Structure No.
4824 0541 X Control No.
024 Lane Ind.
Milepoint
05410 Facility Carried
S.H. 199 Feature Intersected
CREEK Division
02 County
095 Location
5.41 E JCT SH-99 Sufficiency
95.9 Kind Hwy
3 Level Service
1 Route No.
00199 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
46.001 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
1951 ADT Total
1200 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
4 Appr. Roadway Width
27.999 Span Type Main
M Material
1 - Concrete Design
19 Length
22.999 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
69.8 HS Inv. Rating Method
1 HS Inv. Method
41.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1920 Future ADT Year
2042 Bypass Detour
11.806053 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
12515 ODOT County
48 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(2) 10ft. X 9ft. X 46ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4824 0541 X H Index
95.8125 Latitude
34:05:07.59 Longitude
-96:40:24.83 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 199 Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
22 NBI Text
12515 Vault Link
http://plansrv1/bridgemaintvault/b12515 GIS FO/SD
Meets Standards H Inv. Method
23.2 Latitude DD
34.08544167 Longitude DD
-96.67356389 ODOT County Number
48 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
12197 x
-10761651.9054058 y
4040280.53295771 |
|||||||||||||||||||||||||||||||||||||
| 12514 | 4824 0512 X | 12514 | Marshall | S.H. 199 | CREEK | 4824 0512 X | (2) 10ft. X 10ft. X 48ft. RCB | 1951 | 34.08545556 | -96.6786 | 22.999 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 84.8 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Fair (5) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12196 BRKEY
12514 NBI No.
12514 On Under
1 Structure No.
4824 0512 X Control No.
024 Lane Ind.
Milepoint
05120 Facility Carried
S.H. 199 Feature Intersected
CREEK Division
02 County
095 Location
5.12 E JCT SH-99 Sufficiency
84.8 Kind Hwy
3 Level Service
1 Route No.
00199 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
07 - Major Collector (Rural) Year Built
1951 ADT Total
1200 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
4 Appr. Roadway Width
27.999 Span Type Main
M Material
1 - Concrete Design
19 Length
22.999 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
5 Structure Rating
5 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
73.2 HS Inv. Rating Method
1 HS Inv. Method
43.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1920 Future ADT Year
2042 Bypass Detour
11.806053 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
12514 ODOT County
48 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(2) 10ft. X 10ft. X 48ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4824 0512 X H Index
99.3126 Latitude
34:05:07.64 Longitude
-96:40:42.96 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 199 Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
21 NBI Text
12514 Vault Link
http://plansrv1/bridgemaintvault/b12514 GIS FO/SD
Meets Standards H Inv. Method
24.3 Latitude DD
34.08545556 Longitude DD
-96.6786 ODOT County Number
48 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
12196 x
-10762212.5226066 y
4040282.39992547 |
|||||||||||||||||||||||||||||||||||||
| 12513 | 0208 0460 X | 12513 | Alfalfa | S.H. 8 | CREEK | 0208 0460 X | 2-10X8X46.4ft. RCB | 1951 | 36.52974167 | -98.42638056 | 20.997 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 93.4 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12195 BRKEY
12513 NBI No.
12513 On Under
1 Structure No.
0208 0460 X Control No.
008 Lane Ind.
Milepoint
04600 Facility Carried
S.H. 8 Feature Intersected
CREEK Division
06 County
003 Location
4.7 MI.N.MAJOR CL Sufficiency
93.4 Kind Hwy
3 Level Service
1 Route No.
00008 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
46.401 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
1951 ADT Total
1500 ADT Year
2022 Design Load
HS 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
28.009 Span Type Main
M Material
1 - Concrete Design
19 Length
20.997 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
68.52 HS Inv. Rating Method
1 HS Inv. Method
41.03 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2400 Future ADT Year
2042 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
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
12513 ODOT County
02 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10X8X46.4ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0208 0460 X H Index
90.4194 Latitude
36:31:47.07 Longitude
-98:25:34.97 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 8 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
12513 Vault Link
http://plansrv1/bridgemaintvault/b12513 GIS FO/SD
Meets Standards H Inv. Method
22.8 Latitude DD
36.52974167 Longitude DD
-98.42638056 ODOT County Number
2 Maint. Dist.
6 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
12195 x
-10956774.5645642 y
4373759.98003389 |
|||||||||||||||||||||||||||||||||||||
| 12512 | 6304 0455 X | 12512 | Pottawatomie | S.H. 3E | EAST ROCK CREEK | 6304 0455 X | 2-10ft. X 10ft. X 90ft. RD | 1951 | 35.33301944 | -96.83165556 | 22.966 | 97.011 | — | 2 | 0 | 2 | 40.026 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 98.8 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12194 BRKEY
12512 NBI No.
12512 On Under
1 Structure No.
6304 0455 X Control No.
004 Lane Ind.
Milepoint
04550 Facility Carried
S.H. 3E Feature Intersected
EAST ROCK CREEK Division
03 County
125 Location
4.6 MI E JCT SH 18 Sufficiency
98.8 Kind Hwy
3 Level Service
1 Route No.
0003E Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
39.698 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
1951 ADT Total
5000 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
40.026 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
15 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
97.011 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
6 Structure Rating
6 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.053 HS Inv. Rating Method
2 HS Inv. Method
36.046 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
8000 Future ADT Year
2042 Bypass Detour
3.106856 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
12512 ODOT County
63 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft. X 10ft. X 90ft. RD Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6304 0455 X H Index
98.3833 Latitude
35:19:58.87 Longitude
-96:49:53.96 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 3E Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
12512 Vault Link
http://plansrv1/bridgemaintvault/b12512 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
35.33301944 Longitude DD
-96.83165556 ODOT County Number
63 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
12194 x
-10779250.5896089 y
4209229.75408974 |
|||||||||||||||||||||||||||||||||||||
| 12511 | 0527 0416 X | 12511 | Beckham | S.H. 152 | CREEK | 0527 0397 X | 2-10ft.X6ft.X44ft. RDY. R.C.B. | 1951 | 35.42223889 | -99.89111111 | 22.966 | 46.001 | — | 2 | 0 | 2 | 44.003 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 85.2 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12193 BRKEY
12511 NBI No.
12511 On Under
1 Structure No.
0527 0416 X Control No.
027 Lane Ind.
Milepoint
04160 Facility Carried
S.H. 152 Feature Intersected
CREEK Division
05 County
009 Location
1.2 MI E JCT S.H. 30 Sufficiency
85.2 Kind Hwy
3 Level Service
1 Route No.
00152 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
44.003 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
1951 ADT Total
2700 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
44.003 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
32.001 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
46.001 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
6 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
44.423 HS Inv. Rating Method
1 HS Inv. Method
26.566 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4320 Future ADT Year
2042 Bypass Detour
31.068559 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
12511 ODOT County
05 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.X6ft.X44ft. RDY. R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0527 0397 X H Index
95.71 Latitude
35:25:20.06 Longitude
-99:53:28 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 152 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
12511 Vault Link
http://plansrv1/bridgemaintvault/b12511 GIS FO/SD
Meets Standards H Inv. Method
20.062 Latitude DD
35.42223889 Longitude DD
-99.89111111 ODOT County Number
5 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
12193 x
-11119827.6235395 y
4221410.80286596 |
|||||||||||||||||||||||||||||||||||||
| 12510 | 1110 0376 X | 12510 | Cherokee | S.H. 10 | NOHEAD CREEK | 1110 0376 X | 2-10ft.X 8ft.X 30ft. R.C.B | 1951 | 35.96693056 | -94.91464444 | 22.966 | 30 | — | 2 | 0 | 2 | 27.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 83.8 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12192 BRKEY
12510 NBI No.
12510 On Under
1 Structure No.
1110 0376 X Control No.
010 Lane Ind.
Milepoint
03760 Facility Carried
S.H. 10 Feature Intersected
NOHEAD CREEK Division
01 County
021 Location
3.9 MI N US62 Sufficiency
83.8 Kind Hwy
3 Level Service
1 Route No.
00010 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
26.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1951 ADT Total
1600 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
27.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
26.001 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
30 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
6 Structure Rating
6 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
55.7 HS Inv. Rating Method
1 HS Inv. Method
33.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2560 Future ADT Year
2042 Bypass Detour
47.22421 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
12510 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 8ft.X 30ft. R.C.B Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1110 0376 X H Index
98.5334 Latitude
35:58:00.95 Longitude
-94:54:52.72 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 10 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
0 NBI Text
12510 Vault Link
http://plansrv1/bridgemaintvault/b12510 GIS FO/SD
Meets Standards H Inv. Method
18.6 Latitude DD
35.96693056 Longitude DD
-94.91464444 ODOT County Number
11 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
12192 x
-10565849.8878854 y
4296072.02163941 |
|||||||||||||||||||||||||||||||||||||
| 12788 | 5156 1418 X | 12788 | Muskogee | U.S. 69 | COODY CREEK | 5156 1418 X | (12ft.-14ft.-12ft.)X 14ft.X106ft. | 1952 | 35.73464167 | -95.40234444 | 41.995 | 0 | — | 3 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 67 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 17200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12189 BRKEY
12788 NBI No.
12788 On Under
1 Structure No.
5156 1418 X Control No.
056 Lane Ind.
Milepoint
14180 Facility Carried
U.S. 69 Feature Intersected
COODY CREEK Division
01 County
101 Location
14.1 MI NE C/L Sufficiency
67 Kind Hwy
2 Level Service
1 Route No.
00069 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
63.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1952 ADT Total
17200 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
3 Appr. Roadway Width
63.999 Span Type Main
M Material
1 - Concrete Design
19 Length
41.995 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
5 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.053 HS Inv. Rating Method
1 HS Inv. Method
36.046 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
27520 Future ADT Year
2042 Bypass Detour
18.000001 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
12788 ODOT County
51 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(12ft.-14ft.-12ft.)X 14ft.X106ft. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5156 1418 X H Index
67 Latitude
35:44:04.71 Longitude
-95:24:08.44 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 69 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
12788 Vault Link
http://plansrv1/bridgemaintvault/b12788 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
35.73464167 Longitude DD
-95.40234444 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
12189 x
-10620140.4035453 y
4264169.63859493 |
|||||||||||||||||||||||||||||||||||||
| 12787 | 7314 1078 X | 12787 | Wagoner | S.H. 51 | ELM CREEK | 7314 1078 X | (12ft.-14ft.-12ft.) X 13ft.X 155 FT. RCB | 1952 | 35.958978 | -95.461986 | 47.9 | 0 | — | 3 | 30 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 69 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 9900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12188 BRKEY
12787 NBI No.
12787 On Under
1 Structure No.
7314 1078 X Control No.
014 Lane Ind.
Milepoint
10780 Facility Carried
S.H. 51 Feature Intersected
ELM CREEK Division
01 County
145 Location
11.1 MI E SH-72 Sufficiency
69 Kind Hwy
3 Level Service
1 Route No.
00051 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1952 ADT Total
9900 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
FG Appr. Roadway Width
72.001 Span Type Main
M Material
1 - Concrete Design
19 Length
47.9 Deck Width
0 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
5 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.1 HS Inv. Rating Method
2 HS Inv. Method
36 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
15840 Future ADT Year
2042 Bypass Detour
26.718961 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
12787 ODOT County
73 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
(12ft.-14ft.-12ft.) X 13ft.X 155 FT. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7314 1078 X H Index
97.876 Latitude
35:57:32.32 Longitude
-95:27:43.15 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
-1 NBI Text
12787 Vault Link
http://plansrv1/bridgemaintvault/b12787 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
35.958978 Longitude DD
-95.461986 ODOT County Number
73 Maint. Dist.
1 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
12188 x
-10626779.6716346 y
4294978.27521587 |
|||||||||||||||||||||||||||||||||||||
| 12786 | 4014 0971 X | 12786 | Le Flore | U.S. 271 | EAST BUZZARD CREEK | 4014 0971 X | (3) 10ft. X 12ft. X 38ft. RCB SK 45° | 1952 | 34.75967222 | -94.97143333 | 48.1 | 0 | — | 3 | 45 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 91.4 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 1400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12187 BRKEY
12786 NBI No.
12786 On Under
1 Structure No.
4014 0971 X Control No.
014 Lane Ind.
Milepoint
09710 Facility Carried
U.S. 271 Feature Intersected
EAST BUZZARD CREEK Division
02 County
079 Location
9.71 N PUSMATAHA C/L Sufficiency
91.4 Kind Hwy
2 Level Service
1 Route No.
00271 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1952 ADT Total
1400 ADT Year
2022 Design Load
HS 20 Skew
45 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
32.001 Span Type Main
M Material
1 - Concrete Design
19 Length
48.1 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
68.1 HS Inv. Rating Method
1 HS Inv. Method
40.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2240 Future ADT Year
2042 Bypass Detour
56.999855 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
12786 ODOT County
40 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(3) 10ft. X 12ft. X 38ft. RCB SK 45° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4014 0971 X H Index
98.3411 Latitude
34:45:34.82 Longitude
-94:58:17.16 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 271 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
083 NBI Text
12786 Vault Link
http://plansrv1/bridgemaintvault/b12786 GIS FO/SD
Meets Standards H Inv. Method
23.1 Latitude DD
34.75967222 Longitude DD
-94.97143333 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
12187 x
-10572171.5982029 y
4131269.33067074 |
|||||||||||||||||||||||||||||||||||||
| 12785 | 4014 0968 X | 12785 | Le Flore | U.S. 271 | BUZZARD CREEK | 4014 0968 X | (13ft. - 17ft. - 13ft.) X 12ft. X 38ft. RCB | 1952 | 34.75934722 | -94.97181111 | 47.001 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 96.4 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 1400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12186 BRKEY
12785 NBI No.
12785 On Under
1 Structure No.
4014 0968 X Control No.
014 Lane Ind.
Milepoint
09680 Facility Carried
U.S. 271 Feature Intersected
BUZZARD CREEK Division
02 County
079 Location
9.68 N PUSHMATAHA C/L Sufficiency
96.4 Kind Hwy
2 Level Service
1 Route No.
00271 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1952 ADT Total
1400 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
32.001 Span Type Main
M Material
1 - Concrete Design
19 Length
47.001 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.1 HS Inv. Rating Method
2 HS Inv. Method
36 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
2240 Future ADT Year
2042 Bypass Detour
6.2 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
12785 ODOT County
40 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(13ft. - 17ft. - 13ft.) X 12ft. X 38ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4014 0968 X H Index
96.4133 Latitude
34:45:33.65 Longitude
-94:58:18.52 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 271 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
082 NBI Text
12785 Vault Link
http://plansrv1/bridgemaintvault/b12785 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
34.75934722 Longitude DD
-94.97181111 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
12186 x
-10572213.6524802 y
4131225.29350648 |
|||||||||||||||||||||||||||||||||||||
| 12700 | 4014 0915 X | 12700 | Le Flore | U.S. 271 | CREEK | 4014 0915 X | (2) 10ft. X 8ft. X 38ft. RCB | 1952 | 34.75509444 | -94.97934444 | 22.999 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 89.4 | 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) | C | 1800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12185 BRKEY
12700 NBI No.
12700 On Under
1 Structure No.
4014 0915 X Control No.
014 Lane Ind.
Milepoint
09150 Facility Carried
U.S. 271 Feature Intersected
CREEK Division
02 County
079 Location
9.15 N PUSHMATAHA C/L Sufficiency
89.4 Kind Hwy
2 Level Service
1 Route No.
00271 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
35 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1952 ADT Total
1800 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
32.001 Span Type Main
M Material
1 - Concrete Design
19 Length
22.999 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
45.6 HS Inv. Rating Method
1 HS Inv. Method
27.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2880 Future ADT Year
2042 Bypass Detour
6.2 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
12700 ODOT County
40 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(2) 10ft. X 8ft. X 38ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4014 0915 X H Index
98.2014 Latitude
34:45:18.34 Longitude
-94:58:45.64 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 271 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
081 NBI Text
12700 Vault Link
http://plansrv1/bridgemaintvault/b12700 GIS FO/SD
Meets Standards H Inv. Method
15.2 Latitude DD
34.75509444 Longitude DD
-94.97934444 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
12185 x
-10573052.2589397 y
4130649.06218398 |
|||||||||||||||||||||||||||||||||||||
| 12699 | 1124 0858 X | 12699 | Cherokee | S.H. 82 | GIDEON BRANCH | 1124 0858 X | 2-8ft.X 6ft.X 30ft. R.C.BO | 1952 | 35.99835833 | -95.02019167 | 25.919 | 32.001 | — | 2 | 45 | 2 | 30 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 49.6 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Fair (5) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 3600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12184 BRKEY
12699 NBI No.
12699 On Under
1 Structure No.
1124 0858 X Control No.
024 Lane Ind.
Milepoint
08580 Facility Carried
S.H. 82 Feature Intersected
GIDEON BRANCH Division
01 County
021 Location
8.5 MI N US62 Sufficiency
49.6 Kind Hwy
3 Level Service
1 Route No.
00082 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
1952 ADT Total
3600 ADT Year
2022 Design Load
HS 20 Skew
45 No. Main Spans
2 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
30 Span Type Main
M Material
1 - Concrete Design
19 Length
25.919 Deck Width
32.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
5 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
44.9 HS Inv. Rating Method
1 HS Inv. Method
26.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5760 Future ADT Year
2042 Bypass Detour
52.816551 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
12699 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
2-8ft.X 6ft.X 30ft. R.C.BO Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1124 0858 X H Index
85.0501 Latitude
35:59:54.09 Longitude
-95:01:12.69 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 82 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
0 NBI Text
12699 Vault Link
http://plansrv1/bridgemaintvault/b12699 GIS FO/SD
Meets Standards H Inv. Method
15 Latitude DD
35.99835833 Longitude DD
-95.02019167 ODOT County Number
11 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
12184 x
-10577599.3517837 y
4300395.48313515 |
|||||||||||||||||||||||||||||||||||||
| 12698 | 1124 0618 X | 12698 | Cherokee | S.H. 82 | GOURD CREEK | 1124 0618 X | 2-10ft.X 9ft.X 64ft. R.C.B | 1952 | 35.98778056 | -94.97614167 | 25.919 | 0 | — | 2 | 30 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 85.2 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 3600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12183 BRKEY
12698 NBI No.
12698 On Under
1 Structure No.
1124 0618 X Control No.
024 Lane Ind.
Milepoint
06180 Facility Carried
S.H. 82 Feature Intersected
GOURD CREEK Division
01 County
021 Location
6.1 MI N US62 Sufficiency
85.2 Kind Hwy
3 Level Service
1 Route No.
00082 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
32.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1952 ADT Total
3600 ADT Year
2022 Design Load
HS 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
9 Appr. Roadway Width
32.001 Span Type Main
M Material
1 - Concrete Design
19 Length
25.919 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
100 HS Inv. Rating Method
1 HS Inv. Method
99.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5760 Future ADT Year
2042 Bypass Detour
52.816551 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
12698 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 9ft.X 64ft. R.C.B Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1124 0618 X H Index
97.3775 Latitude
35:59:16.01 Longitude
-94:58:34.11 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 82 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
0 NBI Text
12698 Vault Link
http://plansrv1/bridgemaintvault/b12698 GIS FO/SD
Meets Standards H Inv. Method
80.4 Latitude DD
35.98778056 Longitude DD
-94.97614167 ODOT County Number
11 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
12183 x
-10572695.7282142 y
4298940.12618245 |
|||||||||||||||||||||||||||||||||||||
| 12697 | 6902 0564 X | 12697 | Stephens | U.S. 81 | CREEK | 6902 0564 X | 2-8ft.X 3ft.X 84ft. R.C. B | 1952 | 34.37356389 | -97.96401944 | 23.999 | 83.999 | — | 2 | 45 | 2 | 47.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 81.8 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 5800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12182 BRKEY
12697 NBI No.
12697 On Under
1 Structure No.
6902 0564 X Control No.
002 Lane Ind.
Milepoint
05640 Facility Carried
U.S. 81 Feature Intersected
CREEK Division
07 County
137 Location
0.6 MI N JCT SH-53 Sufficiency
81.8 Kind Hwy
2 Level Service
1 Route No.
00081 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
47.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1952 ADT Total
5800 ADT Year
2022 Design Load
HS 20 Skew
45 No. Main Spans
2 Road Width
47.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
47.999 Span Type Main
M Material
1 - Concrete Design
19 Length
23.999 Deck Width
83.999 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
6 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
51.23 HS Inv. Rating Method
1 HS Inv. Method
30.73 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
9280 Future ADT Year
2042 Bypass Detour
36.000001 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
35 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
12697 ODOT County
69 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
2-8ft.X 3ft.X 84ft. R.C. B Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6902 0564 X H Index
98.6018 Latitude
34:22:24.83 Longitude
-97:57:50.47 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 81 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
3 NBI Text
12697 Vault Link
http://plansrv1/bridgemaintvault/b12697 GIS FO/SD
Meets Standards H Inv. Method
17.08 Latitude DD
34.37356389 Longitude DD
-97.96401944 ODOT County Number
69 Maint. Dist.
7 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
12182 x
-10905304.7601231 y
4079073.50783104 |
|||||||||||||||||||||||||||||||||||||
| 12696 | 5404 0408 X | 12696 | Okfuskee | U.S. 62 | CREEK | 5404 0408 X | 3-10ft.X 8ft.X 40ft. RDY R.C. BOX WITH HANDRAILS | 1952 | 35.43853056 | -96.32805 | 25.919 | 23.999 | — | 2 | 0 | 2 | 23.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 77.4 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 1900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12181 BRKEY
12696 NBI No.
12696 On Under
1 Structure No.
5404 0408 X Control No.
004 Lane Ind.
Milepoint
04080 Facility Carried
U.S. 62 Feature Intersected
CREEK Division
03 County
107 Location
4.1 MI E JCT SH 48 Sufficiency
77.4 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1952 ADT Total
1900 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 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
25.919 Deck Width
23.999 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
63.1 HS Inv. Rating Method
1 HS Inv. Method
37.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3040 Future ADT Year
2042 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
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
12696 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 40ft. RDY R.C. BOX WITH HANDRAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5404 0408 X H Index
97.7629 Latitude
35:26:18.71 Longitude
-96:19:40.98 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 62 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
12696 Vault Link
http://plansrv1/bridgemaintvault/b12696 GIS FO/SD
Meets Standards H Inv. Method
21.4 Latitude DD
35.43853056 Longitude DD
-96.32805 ODOT County Number
54 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
12181 x
-10723189.475109 y
4223636.54517886 |
|||||||||||||||||||||||||||||||||||||
| 12695 | 5404 0403 X | 12695 | Okfuskee | U.S. 62 | CREEK | 5404 0403 X | 2-10ft.X 7ft.X 40ft. RDY R.C. BOX SK. 60 DEG. WITH HANDRAILS | 1952 | 35.43892778 | -96.328775 | 26.903 | 23.999 | — | 2 | 30 | 2 | 23.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 67.2 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 1900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12180 BRKEY
12695 NBI No.
12695 On Under
1 Structure No.
5404 0403 X Control No.
004 Lane Ind.
Milepoint
04030 Facility Carried
U.S. 62 Feature Intersected
CREEK Division
03 County
107 Location
4.0 MI E JCT SH 48 Sufficiency
67.2 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1952 ADT Total
1900 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
2 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
26.903 Deck Width
23.999 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
6 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
42.4 HS Inv. Rating Method
1 HS Inv. Method
25.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3040 Future ADT Year
2042 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
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
12695 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
2-10ft.X 7ft.X 40ft. RDY R.C. BOX SK. 60 DEG. WITH HANDRAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5404 0403 X H Index
95.8644 Latitude
35:26:20.14 Longitude
-96:19:43.59 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 62 Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
12695 Vault Link
http://plansrv1/bridgemaintvault/b12695 GIS FO/SD
Meets Standards H Inv. Method
14.1 Latitude DD
35.43892778 Longitude DD
-96.328775 ODOT County Number
54 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
12180 x
-10723270.1817398 y
4223690.81837381 |
|||||||||||||||||||||||||||||||||||||
| 12603 | 3716 0967 X | 12603 | Kingfisher | S.H. 51 | SPRING CREEK | 3716 0967 X | 3-25ft. CONC. SLAB SPANS WITH 2-1.5ft. SAFETY CURBS | 1951 | 36.11590278 | -97.72511944 | 75.131 | 32.999 | — | 3 | 0 | 2 | 27.999 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 77.8 | 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 | 1800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12177 BRKEY
12603 NBI No.
12603 On Under
1 Structure No.
3716 0967 X Control No.
016 Lane Ind.
Milepoint
09670 Facility Carried
S.H. 51 Feature Intersected
SPRING CREEK Division
04 County
073 Location
9.6 MI E JCT US 81 Sufficiency
77.8 Kind Hwy
3 Level Service
1 Route No.
00051 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
1951 ADT Total
1800 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
27.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
01 Length
75.131 Deck Width
32.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
4 Deck Rating
6 Super Rating
6 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
6 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49 HS Inv. Rating Method
1 HS Inv. Method
29 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2880 Future ADT Year
2042 Bypass Detour
52.19518 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
12603 ODOT County
37 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
2 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
3-25ft. CONC. SLAB SPANS WITH 2-1.5ft. SAFETY CURBS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3716 0967 X H Index
92.2691 Latitude
36:06:57.25 Longitude
-97:43:30.43 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 51 Scour
8 Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
12603 Vault Link
http://plansrv1/bridgemaintvault/b12603 GIS FO/SD
Meets Standards H Inv. Method
16 Latitude DD
36.11590278 Longitude DD
-97.72511944 ODOT County Number
37 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
12177 x
-10878710.5337726 y
4316581.15774033 |
|||||||||||||||||||||||||||||||||||||
| 12602 | 3610 0058 X | 12602 | Kay | U.S. 77 | CREEK | 3610 0058 X | 2-10ft. X 6ft. X 394ft. R.C.BOX SK. 19 DEG. RF | 1951 | 36.68860556 | -97.06758889 | 62.5 | 0 | — | 2 | 71 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 85 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | C | 10100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12176 BRKEY
12602 NBI No.
12602 On Under
1 Structure No.
3610 0058 X Control No.
010 Lane Ind.
Milepoint
00580 Facility Carried
U.S. 77 Feature Intersected
CREEK Division
04 County
071 Location
0.8 MI N JCT US 60 Sufficiency
85 Kind Hwy
2 Level Service
1 Route No.
00077 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
99.9 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1951 ADT Total
10100 ADT Year
2022 Design Load
HS 20 Skew
71 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
9 Appr. Roadway Width
64.003 Span Type Main
M Material
1 - Concrete Design
19 Length
62.5 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
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
99.97 HS Inv. Rating Method
1 HS Inv. Method
99.96 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
16160 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
12602 ODOT County
36 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft. X 6ft. X 394ft. R.C.BOX SK. 19 DEG. RF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3610 0058 X H Index
99.0854 Latitude
36:41:18.98 Longitude
-97:04:03.32 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
-1 NBI Text
12602 Vault Link
http://plansrv1/bridgemaintvault/b12602 GIS FO/SD
Meets Standards H Inv. Method
99.94 Latitude DD
36.68860556 Longitude DD
-97.06758889 ODOT County Number
36 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
12176 x
-10805514.5677656 y
4395790.84399667 |
|||||||||||||||||||||||||||||||||||||
| 12509 | 5012 0276 X | 12509 | Murray | S.H. 7 | DRY SANDY CREEK TRIB. | 5012 0276 X | 2-10ft.X 7ft.X 151ft. RCB | 1951 | 34.50605833 | -97.07183611 | 21 | 151 | — | 2 | 0 | 4 | 149 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 79.8 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 10400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12173 BRKEY
12509 NBI No.
12509 On Under
1 Structure No.
5012 0276 X Control No.
012 Lane Ind.
Milepoint
02760 Facility Carried
S.H. 7 Feature Intersected
DRY SANDY CREEK TRIB. Division
07 County
099 Location
2.7 MI E JCT US77 Sufficiency
79.8 Kind Hwy
3 Level Service
1 Route No.
00007 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
75 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
1951 ADT Total
10400 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
149 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
FG Appr. Roadway Width
75 Span Type Main
M Material
1 - Concrete Design
19 Length
21 Deck Width
151 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
6 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
47.9 HS Inv. Rating Method
1 HS Inv. Method
28.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
16640 Future ADT Year
2042 Bypass Detour
31.689931 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
12509 ODOT County
50 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 7ft.X 151ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5012 0276 X H Index
94.0808 Latitude
34:30:21.81 Longitude
-97:04:18.61 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 7 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
13-50 NBI Text
12509 Vault Link
http://plansrv1/bridgemaintvault/b12509 GIS FO/SD
Meets Standards H Inv. Method
16 Latitude DD
34.50605833 Longitude DD
-97.07183611 ODOT County Number
50 Maint. Dist.
7 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
12173 x
-10805987.3661333 y
4096957.40385765 |
|||||||||||||||||||||||||||||||||||||
| 12508 | 1012 0220 X | 12508 | Carter | U.S. 177 | CREEK | 1012 0220 X | (2) 10ft. X 10ft. X 38ft. RCB SKEWED 30° | 1951 | 34.21728611 | -96.97705833 | 26.903 | 40 | — | 2 | 30 | 2 | 37.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 93.4 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 1900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12172 BRKEY
12508 NBI No.
12508 On Under
1 Structure No.
1012 0220 X Control No.
012 Lane Ind.
Milepoint
02200 Facility Carried
U.S. 177 Feature Intersected
CREEK Division
07 County
019 Location
2.2 MI N JCT SH199 Sufficiency
93.4 Kind Hwy
2 Level Service
1 Route No.
00177 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.999 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
1951 ADT Total
1900 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
2 Road Width
37.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
33.999 Span Type Main
M Material
1 - Concrete Design
19 Length
26.903 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.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
62.67 HS Inv. Rating Method
1 HS Inv. Method
37.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3040 Future ADT Year
2042 Bypass Detour
44.738726 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
12508 ODOT County
10 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(2) 10ft. X 10ft. X 38ft. RCB SKEWED 30° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1012 0220 X H Index
96.4888 Latitude
34:13:02.23 Longitude
-96:58:37.41 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 177 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
030 NBI Text
12508 Vault Link
http://plansrv1/bridgemaintvault/b12508 GIS FO/SD
Meets Standards H Inv. Method
20.89 Latitude DD
34.21728611 Longitude DD
-96.97705833 ODOT County Number
10 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
12172 x
-10795436.7519252 y
4058015.69190656 |
|||||||||||||||||||||||||||||||||||||
| 12507 | 2636 0210 X | 12507 | Grady | S.H. 92 | CREEK | 2636 0210 X | 2-10ft.X 10ft.X 66ft. R.C.BOX SK60 DEG. | 1951 | 35.07443056 | -97.88203889 | 25.899 | 0 | — | 2 | 60 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 94.2 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12171 BRKEY
12507 NBI No.
12507 On Under
1 Structure No.
2636 0210 X Control No.
036 Lane Ind.
Milepoint
02100 Facility Carried
S.H. 92 Feature Intersected
CREEK Division
07 County
051 Location
2.1 MI N US62 Sufficiency
94.2 Kind Hwy
3 Level Service
1 Route No.
00092 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
30.03 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
1951 ADT Total
2100 ADT Year
2022 Design Load
HS 20 Skew
60 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
10 Appr. Roadway Width
30 Span Type Main
M Material
1 - Concrete Design
19 Length
25.899 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.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
8 Structure Rating
8 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
100 HS Inv. Rating Method
1 HS Inv. Method
99.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3360 Future ADT Year
2042 Bypass Detour
36.000001 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
0000 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
12507 ODOT County
26 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 10ft.X 66ft. R.C.BOX SK60 DEG. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2636 0210 X H Index
100 Latitude
35:04:27.95 Longitude
-97:52:55.34 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 92 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
83-26 NBI Text
12507 Vault Link
http://plansrv1/bridgemaintvault/b12507 GIS FO/SD
Meets Standards H Inv. Method
95.4 Latitude DD
35.07443056 Longitude DD
-97.88203889 ODOT County Number
26 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
12171 x
-10896178.7270422 y
4174000.56577313 |
|||||||||||||||||||||||||||||||||||||
| 12506 | 1110 0154 X | 12506 | Cherokee | S.H. 10 | ECHOTA CREEK | 1110 0154 X | 2-8ft.X 8ft.X 30ft. R.C.BO | 1951 | 35.9436 | -94.91459167 | 25.919 | 32.001 | — | 2 | 45 | 2 | 27.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 77.9 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12170 BRKEY
12506 NBI No.
12506 On Under
1 Structure No.
1110 0154 X Control No.
010 Lane Ind.
Milepoint
01540 Facility Carried
S.H. 10 Feature Intersected
ECHOTA CREEK Division
01 County
021 Location
1.6 MI N US62 Sufficiency
77.9 Kind Hwy
3 Level Service
1 Route No.
00010 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
1951 ADT Total
2200 ADT Year
2022 Design Load
HS 20 Skew
45 No. Main Spans
2 Road Width
27.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
26.001 Span Type Main
M Material
1 - Concrete Design
19 Length
25.919 Deck Width
32.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
51.1 HS Inv. Rating Method
1 HS Inv. Method
30.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3520 Future ADT Year
2042 Bypass Detour
47.22421 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
12506 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
2-8ft.X 8ft.X 30ft. R.C.BO Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1110 0154 X H Index
93.4526 Latitude
35:56:36.96 Longitude
-94:54:52.53 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 10 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
0 NBI Text
12506 Vault Link
http://plansrv1/bridgemaintvault/b12506 GIS FO/SD
Meets Standards H Inv. Method
17 Latitude DD
35.9436 Longitude DD
-94.91459167 ODOT County Number
11 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
12170 x
-10565844.0135559 y
4292863.59155733 |
|||||||||||||||||||||||||||||||||||||
| 12505 | 4120 0058 XC | 12505 | Lincoln | U.S. 177 SD | CREEK | 4120 0053 XC | 2-10ft.X10ft.X26ft. RC BOX | 1951 | 35.68959722 | -97.01696389 | 22.966 | 22.001 | — | 2 | 30 | 2 | 22.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 97 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 09 - Local (Rural) | C | 100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12169 BRKEY
12505 NBI No.
12505 On Under
1 Structure No.
4120 0058 XC Control No.
020 Lane Ind.
Milepoint
00580 Facility Carried
U.S. 177 SD Feature Intersected
CREEK Division
03 County
081 Location
70' E OF US 177 Sufficiency
97 Kind Hwy
8 Level Service
0 Route No.
00177 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
22.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
09 - Local (Rural) Year Built
1951 ADT Total
100 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
2 Road Width
22.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
AG Appr. Roadway Width
22.001 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
22.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
5 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
43.321 HS Inv. Rating Method
1 HS Inv. Method
33.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
160 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
25 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
12505 ODOT County
41 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X10ft.X26ft. RC BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
C Alt. Structure Name
4120 0053 XC H Index
90.7569 Latitude
35:41:22.55 Longitude
-97:01:01.07 I257A
0 I257B
0 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 177 SD Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
0 - None Historical Significance
5 Local Bridge ID
-1 NBI Text
12505 Vault Link
http://plansrv1/bridgemaintvault/b12505 GIS FO/SD
Meets Standards H Inv. Method
18.519 Latitude DD
35.68959722 Longitude DD
-97.01696389 ODOT County Number
41 Maint. Dist.
3 HPMS Functional Class
7 Rural/Urban
Rural ARC_ID_NUM
12169 x
-10799879.0185442 y
4257994.05724532 |
|||||||||||||||||||||||||||||||||||||
| 12778 | 7538 0290 X | 12778 | Washita | S.H. 54B | CREEK | 7538 0290 X | 3-10ft.X6ft.X30ft. RDY. R.C.B., SK. 45 DEG. L.F. | 1952 | 35.34858056 | -98.67769167 | 46.916 | 32.001 | — | 3 | 45 | 2 | 30 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 97.7 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 160 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12167 BRKEY
12778 NBI No.
12778 On Under
1 Structure No.
7538 0290 X Control No.
038 Lane Ind.
Milepoint
02900 Facility Carried
S.H. 54B Feature Intersected
CREEK Division
05 County
149 Location
2.9 MI E JCT S.H. 54 Sufficiency
97.7 Kind Hwy
3 Level Service
1 Route No.
0054B Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
30 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1952 ADT Total
160 ADT Year
2022 Design Load
HS 20 Skew
45 No. Main Spans
3 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
24.003 Span Type Main
M Material
1 - Concrete Design
19 Length
46.916 Deck Width
32.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
7 HS Operating Rating Method
3 HS Operating Rating
42 HS Inv. Rating Method
3 HS Inv. Method
32.4 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
256 Future ADT Year
2042 Bypass Detour
39.767756 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
-1 Min Measured Clearance
-1 NBI Rating
12778 ODOT County
75 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X6ft.X30ft. RDY. R.C.B., SK. 45 DEG. L.F. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7538 0290 X H Index
96.1192 Latitude
35:20:54.89 Longitude
-98:40:39.69 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 54B Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
12778 Vault Link
http://plansrv1/bridgemaintvault/b12778 GIS FO/SD
Meets Standards H Inv. Method
18 Latitude DD
35.34858056 Longitude DD
-98.67769167 ODOT County Number
75 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
12167 x
-10984750.38936 y
4211353.3301315 |
|||||||||||||||||||||||||||||||||||||
| 12777 | 0527 0178 X | 12777 | Beckham | S.H. 152 | CREEK | 0527 0258 X | (12ft.-14ft.-12ft.) X 14ft. X 36ft. RDY. R.C.B., SK. 30 DEG. L.F. W/ CONCRETE TRAFFIC RAILS | 1952 | 35.42226667 | -99.93304722 | 48.885 | 38.002 | — | 3 | 30 | 2 | 36.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 89.4 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12166 BRKEY
12777 NBI No.
12777 On Under
1 Structure No.
0527 0178 X Control No.
027 Lane Ind.
Milepoint
01780 Facility Carried
S.H. 152 Feature Intersected
CREEK Division
05 County
009 Location
3.8 MI E TEXAS ST. LINE Sufficiency
89.4 Kind Hwy
3 Level Service
1 Route No.
00152 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
07 - Major Collector (Rural) Year Built
1952 ADT Total
2600 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
36.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
30 Span Type Main
M Material
1 - Concrete Design
19 Length
48.885 Deck Width
38.002 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
42.77 HS Inv. Rating Method
3 HS Inv. Method
33.069 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
4160 Future ADT Year
2042 Bypass Detour
41.010498 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
12777 ODOT County
05 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(12ft.-14ft.-12ft.) X 14ft. X 36ft. RDY. R.C.B., SK. 30 DEG. L.F. W/ CONCRETE TRAFFIC RAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0527 0258 X H Index
96.7 Latitude
35:25:20.16 Longitude
-99:55:58.97 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 152 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
12777 Vault Link
http://plansrv1/bridgemaintvault/b12777 GIS FO/SD
Meets Standards H Inv. Method
18.298 Latitude DD
35.42226667 Longitude DD
-99.93304722 ODOT County Number
5 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
12166 x
-11124495.9299506 y
4221414.59774265 |
|||||||||||||||||||||||||||||||||||||
| 12776 | 0928R0190 XC | 12776 | Canadian | S.H. 4 SD | CREEK | 0928R0190 XC | 3-16ft. TIMBER SPANS | 1952 | 35.535 | -97.74166667 | 45.932 | 18.999 | — | 3 | 0 | 2 | 18.999 | 7 - Wood or Timber | Stringer / Multi-beam or Girder (02) | M | _ | Open, no restriction (A) | 29 | Not applicable (N) | Poor (4) | Poor (4) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 09 - Local (Rural) | B | -1 | 2005 | 5 | Unmatched |
|
Raw data
OBJECTID
12165 BRKEY
12776 NBI No.
12776 On Under
1 Structure No.
0928R0190 XC Control No.
028 Lane Ind.
Milepoint
01900 Facility Carried
S.H. 4 SD Feature Intersected
CREEK Division
04 County
017 Location
30' EAST OF SH 4 Sufficiency
29 Kind Hwy
3 Level Service
1 Route No.
00004 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
18.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
09 - Local (Rural) Year Built
1952 ADT Total
-1 ADT Year
2005 Design Load
Other or Unknown Skew
0 No. Main Spans
3 Road Width
18.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
0 Deck Structure Type
_ No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
27.999 Span Type Main
M Material
7 - Wood or Timber Design
02 Length
45.932 Deck Width
18.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
9 Deck Rating
4 Super Rating
4 Sub Rating
4 Chan. Rating
4 Culv. Rating
N Structure Rating
N Deck Geometry
4 Underclearance
N Bridge Posting
0 Waterway Adequacy
4 Approach Alignment
3 HS Operating Rating Method
2 HS Operating Rating
6.945 HS Inv. Rating Method
2 HS Inv. Method
6.945 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
100 Future ADT Year
2025 Bypass Detour
0 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
12776 ODOT County
09 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
_ Lft. Curb SW
0 Rt. Curb SW
0 Description
3-16ft. TIMBER SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
C Alt. Structure Name
0928R0190 XC H Index
100 Latitude
35:32:06 Longitude
-97:44:30 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
S.H. 4 SD 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
12776 Vault Link
http://plansrv1/bridgemaintvault/b12776 GIS FO/SD
SD H Inv. Method
6.945 Latitude DD
35.535 Longitude DD
-97.74166667 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
7 Rural/Urban
Rural ARC_ID_NUM
12165 x
-10880552.5629903 y
4236825.29106485 |
|||||||||||||||||||||||||||||||||||||
| 12775 | 4210 0180 X | 12775 | Logan | S.H. 51 | HORSE CREEK | 4210 0180 X | (13ft.-17ft.-13ft. ) X 15ft. X 64ft. R.C.B. | 1952 | 36.11603333 | -97.64353611 | 44.915 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 93 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12164 BRKEY
12775 NBI No.
12775 On Under
1 Structure No.
4210 0180 X Control No.
010 Lane Ind.
Milepoint
01800 Facility Carried
S.H. 51 Feature Intersected
HORSE CREEK Division
04 County
083 Location
1.8 E KINGFISHER C/L Sufficiency
93 Kind Hwy
3 Level Service
1 Route No.
00051 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
63.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1952 ADT Total
1500 ADT Year
2022 Design Load
HS 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
8 Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
44.915 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.053 HS Inv. Rating Method
2 HS Inv. Method
36.046 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
2400 Future ADT Year
2042 Bypass Detour
57.166149 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
12775 ODOT County
42 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(13ft.-17ft.-13ft. ) X 15ft. X 64ft. R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4210 0180 X H Index
97.6666 Latitude
36:06:57.72 Longitude
-97:38:36.73 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 51 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
12775 Vault Link
http://plansrv1/bridgemaintvault/b12775 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
36.11603333 Longitude DD
-97.64353611 ODOT County Number
42 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
12164 x
-10869628.7190198 y
4316599.1477108 |
|||||||||||||||||||||||||||||||||||||
| 12774 | 2528 0129 X | 12774 | Garvin | S.H. 74 | CREEK | 2528 0129 X | (12ft.-14ft.-12ft.)X14ft.X32 | 1952 | 34.64057778 | -97.40107222 | 41.995 | 30 | — | 3 | 0 | 2 | 30 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 91.7 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12163 BRKEY
12774 NBI No.
12774 On Under
1 Structure No.
2528 0129 X Control No.
028 Lane Ind.
Milepoint
01290 Facility Carried
S.H. 74 Feature Intersected
CREEK Division
03 County
049 Location
1.2 MI N JCT SH 29 Sufficiency
91.7 Kind Hwy
3 Level Service
1 Route No.
00074 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
1952 ADT Total
1500 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
30 Span Type Main
M Material
1 - Concrete Design
19 Length
41.995 Deck Width
30 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
7 Structure Rating
7 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.053 HS Inv. Rating Method
2 HS Inv. Method
36.046 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
2400 Future ADT Year
2042 Bypass Detour
29.204446 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
12774 ODOT County
25 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(12ft.-14ft.-12ft.)X14ft.X32 Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2528 0129 X H Index
96.2807 Latitude
34:38:26.08 Longitude
-97:24:03.86 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 74 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
12774 Vault Link
http://plansrv1/bridgemaintvault/b12774 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
34.64057778 Longitude DD
-97.40107222 ODOT County Number
25 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
12163 x
-10842637.7622493 y
4115143.74140855 |
|||||||||||||||||||||||||||||||||||||
| 12773 | 3110 0111 X | 12773 | Haskell | S.H. 26 | MULE CREEK | 3110 0111 X | (13ft. - 17ft. - 13ft.) X 10ft. X 34.5ft. LONG RCB | 1952 | 35.16608611 | -94.97183056 | 47.999 | 34.501 | — | 3 | 0 | 2 | 32.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 98 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 950 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12162 BRKEY
12773 NBI No.
12773 On Under
1 Structure No.
3110 0111 X Control No.
010 Lane Ind.
Milepoint
01110 Facility Carried
S.H. 26 Feature Intersected
MULE CREEK Division
01 County
061 Location
1.1 N JCT SH-31 Sufficiency
98 Kind Hwy
3 Level Service
1 Route No.
00026 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
32.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1952 ADT Total
950 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
32.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
30 Span Type Main
M Material
1 - Concrete Design
19 Length
47.999 Deck Width
34.501 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1520 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
12773 ODOT County
31 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(13ft. - 17ft. - 13ft.) X 10ft. X 34.5ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3110 0111 X H Index
68.6692 Latitude
35:09:57.91 Longitude
-94:58:18.59 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 26 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
10-0111 NBI Text
12773 Vault Link
http://plansrv1/bridgemaintvault/b12773 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
35.16608611 Longitude DD
-94.97183056 ODOT County Number
31 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
12162 x
-10572215.8176443 y
4186474.5516357 |