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.
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| 09828 | 4916R0435 X | 9828 | Mayes | S.H. 28 | ROCK CREEK | 4916 0435 X | 30ft.-50ft.-60ft.-50ft.-30ft. | 1941 | 36.44014722 | -95.195475 | 221.001 | 30 | — | 5 | 0 | 2 | 27.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 30.4 | Poor (4) | Serious (3) | Poor (4) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 4900 | 2014 | 5 | Unmatched |
|
Raw data
OBJECTID
10500 BRKEY
9828 NBI No.
9828 On Under
1 Structure No.
4916R0435 X Control No.
016 Lane Ind.
Milepoint
04350 Facility Carried
S.H. 28 Feature Intersected
ROCK CREEK Division
08 County
097 Location
4.5 MI E JCT US 69 Sufficiency
30.4 Kind Hwy
3 Level Service
1 Route No.
00028 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
1941 ADT Total
4900 ADT Year
2014 Design Load
H 20 Skew
0 No. Main Spans
5 Road Width
27.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
40 Span Type Main
M Material
3 - Steel Design
02 Length
221.001 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.
3 Deck Rating
3 Super Rating
4 Sub Rating
5 Chan. Rating
7 Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
47.179 HS Inv. Rating Method
1 HS Inv. Method
28.329 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
7840 Future ADT Year
2034 Bypass Detour
39.146385 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
09828 ODOT County
49 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
1.001 Rt. Curb SW
1.001 Description
30ft.-50ft.-60ft.-50ft.-30ft. Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4916 0435 X H Index
53.7864 Latitude
36:26:24.53 Longitude
-95:11:43.71 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 28 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
09828 Vault Link
http://plansrv1/bridgemaintvault/b09828 GIS FO/SD
SD H Inv. Method
21.936 Latitude DD
36.44014722 Longitude DD
-95.195475 ODOT County Number
49 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
10500 x
-10597111.8028238 y
4361355.19426654 |
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| 09827 | 6024 0187 X | 9827 | Payne | S.H. 86 | STILLWATER CREEK | 6024 0187 X | 3-60ft. I-BM. SPANS WITH TR-4 TRAFFIC RAILS | 1947 | 36.14318611 | -97.28278611 | 181.335 | 33.166 | — | 3 | 0 | 2 | 31.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 82.4 | Fair (5) | Good (7) | Fair (5) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
10499 BRKEY
9827 NBI No.
9827 On Under
1 Structure No.
6024 0187 X Control No.
024 Lane Ind.
Milepoint
01870 Facility Carried
S.H. 86 Feature Intersected
STILLWATER CREEK Division
04 County
119 Location
1.9 MI N JCT SH 51 Sufficiency
82.4 Kind Hwy
3 Level Service
1 Route No.
00086 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
31.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1947 ADT Total
1100 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
31.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
31.001 Span Type Main
M Material
3 - Steel Design
02 Length
181.335 Deck Width
33.166 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
5 Sub Rating
6 Chan. Rating
7 Culv. Rating
N Structure Rating
5 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
51.5 HS Inv. Rating Method
1 HS Inv. Method
30.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1760 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
09827 ODOT County
60 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-60ft. I-BM. SPANS WITH TR-4 TRAFFIC RAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6024 0187 X H Index
91.4448 Latitude
36:08:35.47 Longitude
-97:16:58.03 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 86 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
09827 Vault Link
http://plansrv1/bridgemaintvault/b09827 GIS FO/SD
Meets Standards H Inv. Method
24.6 Latitude DD
36.14318611 Longitude DD
-97.28278611 ODOT County Number
60 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
10499 x
-10829470.2127161 y
4320341.4886331 |
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| 09826 | 6810R0201 X | 9826 | Sequoyah | U.S. 64 | LITTLE SALLISAW CREEK | 6810 0201 X | (4) 40ft. RC BEAM | 1941 | 35.44915 | -94.755892 | 161.001 | 31.001 | — | 4 | 0 | 2 | 26.001 | 1 - Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 47.9 | Fair (5) | Fair (5) | Fair (5) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 5000 | 2018 | 5 | Unmatched |
|
Raw data
OBJECTID
10498 BRKEY
9826 NBI No.
9826 On Under
1 Structure No.
6810R0201 X Control No.
010 Lane Ind.
Milepoint
02010 Facility Carried
U.S. 64 Feature Intersected
LITTLE SALLISAW CREEK Division
01 County
135 Location
2.01 E JCT US-59 Sufficiency
47.9 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
26.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1941 ADT Total
5000 ADT Year
2018 Design Load
H 20 Skew
0 No. Main Spans
4 Road Width
26.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
02 Length
161.001 Deck Width
31.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
5 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
50.045 HS Inv. Rating Method
1 HS Inv. Method
19.952 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2038 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
09826 ODOT County
68 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
2.5 Rt. Curb SW
2.5 Description
(4) 40ft. RC BEAM Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6810 0201 X H Index
86.1615 Latitude
35:26:56.94 Longitude
-94:45:21.21 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 64 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
10-0201 NBI Text
09826 Vault Link
http://plansrv1/bridgemaintvault/b09826 GIS FO/SD
FO H Inv. Method
19.842 Latitude DD
35.44915 Longitude DD
-94.755892 ODOT County Number
68 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
10498 x
-10548177.6471024 y
4225087.59883673 |
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| 09824 | 4040 3135 X | 9824 | Le Flore | S.H. 63 | PIGEON CREEK | 4040 3135 X | 30ft. - 60ft. - 50ft. WF-BEAM SK 30° | 1941 | 34.64549722 | -94.53866667 | 141 | 31 | — | 3 | 30 | 2 | 26 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 87.6 | Satisfactory (6) | Fair (5) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 430 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
10496 BRKEY
9824 NBI No.
9824 On Under
1 Structure No.
4040 3135 X Control No.
040 Lane Ind.
Milepoint
31350 Facility Carried
S.H. 63 Feature Intersected
PIGEON CREEK Division
02 County
079 Location
4.80 W AR S/L Sufficiency
87.6 Kind Hwy
3 Level Service
1 Route No.
00063 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
26 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
1941 ADT Total
430 ADT Year
2022 Design Load
H 20 Skew
30 No. Main Spans
3 Road Width
26 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
26 Span Type Main
M Material
3 - Steel Design
02 Length
141 Deck Width
31 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
6 Sub Rating
6 Chan. Rating
7 Culv. Rating
N 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
54 HS Inv. Rating Method
1 HS Inv. Method
32 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
688 Future ADT Year
2042 Bypass Detour
24.8 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
09824 ODOT County
40 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
30ft. - 60ft. - 50ft. WF-BEAM SK 30° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4040 3135 X H Index
91.4471 Latitude
34:38:43.79 Longitude
-94:32:19.2 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 63 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
153 NBI Text
09824 Vault Link
http://plansrv1/bridgemaintvault/b09824 GIS FO/SD
Meets Standards H Inv. Method
21 Latitude DD
34.64549722 Longitude DD
-94.53866667 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
10496 x
-10523996.2339794 y
4115809.38278951 |
|||||||||||||||||||||||||||||||||||||
| 09823 | 6602R0170WX | 9823 | Rogers | S.H. 66 | SPUNKY CREEK | 6602R0170WX | 40ft.-60ft.-40ft. I BM | 1941 | 36.187975 | -95.73998611 | 142.06 | 30.84 | — | 3 | 0 | 2 | 25.919 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Closed (K) | 4 | Failed (0) | Poor (4) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | B | 10470 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
10495 BRKEY
9823 NBI No.
9823 On Under
1 Structure No.
6602R0170WX Control No.
002 Lane Ind.
W Milepoint
01700 Facility Carried
S.H. 66 Feature Intersected
SPUNKY CREEK Division
08 County
131 Location
1.7 MI N JCT I-44 Sufficiency
4 Kind Hwy
3 Level Service
1 Route No.
00066 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
25.919 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1941 ADT Total
10470 ADT Year
1999 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
25.919 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
37.073 Span Type Main
M Material
3 - Steel Design
02 Length
142.06 Deck Width
30.84 Bridge Open Closed
K TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
9 Deck Rating
4 Super Rating
6 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
0 Deck Geometry
0 Underclearance
N Bridge Posting
0 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
0 HS Inv. Rating Method
2 HS Inv. Method
0 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
8750 Future ADT Year
2017 Bypass Detour
3.106856 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
09823 ODOT County
66 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.64 Rt. Curb SW
1.64 Description
40ft.-60ft.-40ft. I BM Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6602R0170WX H Index
68.2455 Latitude
36:11:16.71 Longitude
-95:44:23.95 I257A
_ I257B
_ I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 66 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
09823 Vault Link
http://plansrv1/bridgemaintvault/b09823 GIS FO/SD
SD H Inv. Method
-1 Latitude DD
36.187975 Longitude DD
-95.73998611 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
10495 x
-10657726.5023203 y
4326517.36412343 |
|||||||||||||||||||||||||||||||||||||
| 10115 | 3414 1679 X | 10115 | Jefferson | S.H. 32 | BIRD BAKER CREEK | 3414 1679 X | (12ft. - 14ft. - 12ft.) X 12ft. X 32ft. RCB | 1944 | 34.02220556 | -97.66890556 | 41.995 | 33.999 | — | 3 | 0 | 2 | 32.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 82.2 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 380 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
10493 BRKEY
10115 NBI No.
10115 On Under
1 Structure No.
3414 1679 X Control No.
014 Lane Ind.
Milepoint
16790 Facility Carried
S.H. 32 Feature Intersected
BIRD BAKER CREEK Division
07 County
067 Location
17.0 MI E JCT US81 Sufficiency
82.2 Kind Hwy
3 Level Service
1 Route No.
00032 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
1944 ADT Total
380 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
32.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
22.001 Span Type Main
M Material
1 - Concrete Design
19 Length
41.995 Deck Width
33.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
5 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
36 HS Inv. Rating Method
1 HS Inv. Method
21.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
608 Future ADT Year
2042 Bypass Detour
45.999999 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
10115 ODOT County
34 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 12ft. X 32ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3414 1679 X H Index
96.2254 Latitude
34:01:19.94 Longitude
-97:40:08.06 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 32 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
047 NBI Text
10115 Vault Link
http://plansrv1/bridgemaintvault/b10115 GIS FO/SD
Meets Standards H Inv. Method
13.8 Latitude DD
34.02220556 Longitude DD
-97.66890556 ODOT County Number
34 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
10493 x
-10872452.8332755 y
4031784.08017693 |
|||||||||||||||||||||||||||||||||||||
| 10114 | 5820R0810 X | 10114 | Ottawa | S.H. 10 | CREEK | 5820 0810 X | (12ft.-14ft.-12ft.)X 10ft.X 36ft. R.C. BOX WITH HANDRAILS SK. 60 DEG. | 1944 | 36.76695 | -94.69176667 | 47.9 | 0 | — | 3 | 30 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 89.9 | 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 | 3800 | 2012 | 5 | Unmatched |
|
Raw data
OBJECTID
10492 BRKEY
10114 NBI No.
10114 On Under
1 Structure No.
5820R0810 X Control No.
020 Lane Ind.
Milepoint
08100 Facility Carried
S.H. 10 Feature Intersected
CREEK Division
08 County
115 Location
8.2 MI N DELAWARE CO Sufficiency
89.9 Kind Hwy
3 Level Service
1 Route No.
00010 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
36.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1944 ADT Total
3800 ADT Year
2012 Design Load
H 20 Skew
30 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
01 Appr. Roadway Width
30 Span Type Main
M Material
1 - Concrete Design
19 Length
47.9 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.
4 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
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
6080 Future ADT Year
2032 Bypass Detour
24.854848 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
10114 ODOT County
58 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 10ft.X 36ft. R.C. BOX WITH HANDRAILS SK. 60 DEG. Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5820 0810 X H Index
59.0273 Latitude
36:46:01.02 Longitude
-94:41:30.36 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
-1 NBI Text
10114 Vault Link
http://plansrv1/bridgemaintvault/b10114 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
36.76695 Longitude DD
-94.69176667 ODOT County Number
58 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
10492 x
-10541039.2480199 y
4406672.21514513 |
|||||||||||||||||||||||||||||||||||||
| 10113 | 7510 0030 X | 10113 | Washita | S.H. 152 | CORDELL CREEK | 7510 0030 X | (12ft.-14ft.-12ft.)X12ft.X50ft. RDY. R.C.B. | 1944 | 35.2912 | -98.98233889 | 41.995 | 52.001 | — | 3 | 0 | 2 | 50 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 89.9 | 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 | 3000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
10491 BRKEY
10113 NBI No.
10113 On Under
1 Structure No.
7510 0030 X Control No.
010 Lane Ind.
Milepoint
00300 Facility Carried
S.H. 152 Feature Intersected
CORDELL CREEK Division
05 County
149 Location
0.3 MI E JCT U.S. 183 Sufficiency
89.9 Kind Hwy
3 Level Service
1 Route No.
00152 Service Type On
1 Service Type Off
5 Vertical Clearance
_ 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
1944 ADT Total
3000 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
50 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
45 Span Type Main
M Material
1 - Concrete Design
19 Length
41.995 Deck Width
52.001 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
4 Culv. Rating
6 Structure Rating
6 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
7 HS Operating Rating Method
3 HS Operating Rating
40.3 HS Inv. Rating Method
3 HS Inv. Method
31.1 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
4800 Future ADT Year
2042 Bypass Detour
31.068559 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
10113 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
(12ft.-14ft.-12ft.)X12ft.X50ft. RDY. R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7510 0030 X H Index
92.5832 Latitude
35:17:28.32 Longitude
-98:58:56.42 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 152 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
10113 Vault Link
http://plansrv1/bridgemaintvault/b10113 GIS FO/SD
Meets Standards H Inv. Method
17.3 Latitude DD
35.2912 Longitude DD
-98.98233889 ODOT County Number
75 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
10491 x
-11018663.562762 y
4203524.81426837 |
|||||||||||||||||||||||||||||||||||||
| 09822 | 1404R0369 X | 9822 | Cleveland | U.S. 77 | CHOTEAU CREEK | 1404 0369 X | 30ft.-60ft.-30ft. I-BM. SPANS | 1941 | 35.05351944 | -97.33551944 | 121.063 | 30.84 | — | 3 | 0 | 2 | 25.919 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 43.2 | Fair (5) | Fair (5) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 5900 | 2014 | 5 | Unmatched |
|
Raw data
OBJECTID
10476 BRKEY
9822 NBI No.
9822 On Under
1 Structure No.
1404R0369 X Control No.
004 Lane Ind.
Milepoint
03690 Facility Carried
U.S. 77 Feature Intersected
CHOTEAU CREEK Division
03 County
027 Location
3.5 MI NE MCCLAIN C/L Sufficiency
43.2 Kind Hwy
2 Level Service
1 Route No.
00077 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.95 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
1941 ADT Total
5900 ADT Year
2014 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
25.919 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
32.001 Span Type Main
M Material
3 - Steel Design
02 Length
121.063 Deck Width
30.84 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
5 Sub Rating
5 Chan. Rating
5 Culv. Rating
N Structure Rating
5 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
40.675 HS Inv. Rating Method
1 HS Inv. Method
24.361 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
9440 Future ADT Year
2034 Bypass Detour
18.019764 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
09822 ODOT County
14 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
2.625 Rt. Curb SW
2.625 Description
30ft.-60ft.-30ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1404 0369 X H Index
87.068 Latitude
35:03:12.67 Longitude
-97:20:07.87 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 77 Scour
5 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
09822 Vault Link
http://plansrv1/bridgemaintvault/b09822 GIS FO/SD
Meets Standards H Inv. Method
17.086 Latitude DD
35.05351944 Longitude DD
-97.33551944 ODOT County Number
14 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
10476 x
-10835340.4601596 y
4171156.60278254 |
|||||||||||||||||||||||||||||||||||||
| 09818 | 5128 2014 X | 9818 | Muskogee | UP R.R. | S.H. 10 UNDER | 5128 2014 X | 37ft.-40ft.-37ft. I-BM. SP | 1941 | 35.76948889 | -95.23456667 | 116.142 | 8.999 | — | 3 | 29 | 2 | 8.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | ! | -2 | Not applicable (N) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Not applicable (N) | 27 - Railroad | 27 - Railroad | 1 - On Highway | 07 - Major Collector (Rural) | H | 2200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
10472 BRKEY
9818 NBI No.
9818 On Under
2 Structure No.
5128 2014 X Control No.
028 Lane Ind.
Milepoint
20140 Facility Carried
UP R.R. Feature Intersected
S.H. 10 UNDER Division
01 County
101 Location
21 MI N C/L Sufficiency
-2 Kind Hwy
3 Level Service
1 Route No.
00010 Service Type On
2 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
32.001 Bridge System
H Owner
27 - Railroad Custodian
27 - Railroad Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1941 ADT Total
2200 ADT Year
2022 Design Load
Railroad Skew
29 No. Main Spans
3 Road Width
8.999 Ref. Underclearance Rt.
H Underclearance Right
2.999 Underclearance Left
2.999 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
7.999 Span Type Main
M Material
3 - Steel Design
02 Length
116.142 Deck Width
8.999 Bridge Open Closed
! TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
0 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
N Culv. Rating
N Structure Rating
N Deck Geometry
N Underclearance
N Bridge Posting
0 Waterway Adequacy
N Approach Alignment
N HS Operating Rating Method
! HS Operating Rating
0 HS Inv. Rating Method
! HS Inv. Method
0 H Operating Rating
! H Inv. Rating Method
! Future ADT
3520 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
Y Existing Posting
1310 Max Measured Clearance
1400 Min Measured Clearance
1311 NBI Rating
09818 ODOT County
51 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
9 Lft. Curb SW
0 Rt. Curb SW
0 Description
37ft.-40ft.-37ft. I-BM. SP Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5128 2014 X H Index
-1 Latitude
35:46:10.16 Longitude
-95:14:04.44 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
0 Roadway Name
S.H. 10 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
09818 Vault Link
http://plansrv1/bridgemaintvault/b09818 GIS FO/SD
Meets Standards H Inv. Method
0 Latitude DD
35.76948889 Longitude DD
-95.23456667 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
10472 x
-10601463.4676225 y
4268949.57937812 |
|||||||||||||||||||||||||||||||||||||
| 10107 | 5802 0242 X | 10107 | Ottawa | U.S. 59 | CREEK | 5802 0242 X | 2-10 X 5ft. X 36ft. R.C. BOX WITH HANDRAILS SK. 45 DEG. | 1944 | 36.68500556 | -94.87881389 | 30.84 | 0 | — | 2 | 45 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 85.5 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 3400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
10467 BRKEY
10107 NBI No.
10107 On Under
1 Structure No.
5802 0242 X Control No.
002 Lane Ind.
Milepoint
02420 Facility Carried
U.S. 59 Feature Intersected
CREEK Division
08 County
115 Location
2.4 MI NW DELAWARE CO Sufficiency
85.5 Kind Hwy
2 Level Service
1 Route No.
00059 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
33.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1944 ADT Total
3400 ADT Year
2022 Design Load
H 20 Skew
45 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
26.001 Span Type Main
M Material
1 - Concrete Design
19 Length
30.84 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
42.6 HS Inv. Rating Method
1 HS Inv. Method
25.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5440 Future ADT Year
2042 Bypass Detour
7.999781 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
10107 ODOT County
58 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10 X 5ft. X 36ft. R.C. BOX WITH HANDRAILS SK. 45 DEG. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5802 0242 X H Index
94.5138 Latitude
36:41:06.02 Longitude
-94:52:43.73 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 59 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
10107 Vault Link
http://plansrv1/bridgemaintvault/b10107 GIS FO/SD
Meets Standards H Inv. Method
14.2 Latitude DD
36.68500556 Longitude DD
-94.87881389 ODOT County Number
58 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
10467 x
-10561861.2493046 y
4395291.10145217 |
|||||||||||||||||||||||||||||||||||||
| 10005 | 6622R1027 X | 10005 | Rogers | S.H. 88 | DOG CREEK | 6622 1027 X | 40ft. I-bm+6-25ft. conc | 1942 | 36.29441389 | -95.60139722 | 192.913 | 30.84 | — | 1 | 0 | 2 | 25.919 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 16.5 | Poor (4) | Poor (4) | Poor (4) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 3600 | 2005 | 5 | Unmatched |
|
Raw data
OBJECTID
10461 BRKEY
10005 NBI No.
10005 On Under
1 Structure No.
6622R1027 X Control No.
022 Lane Ind.
Milepoint
10270 Facility Carried
S.H. 88 Feature Intersected
DOG CREEK Division
08 County
131 Location
1.5 MI S JCT SH 66 Sufficiency
16.5 Kind Hwy
3 Level Service
1 Route No.
00088 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
25.919 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
1942 ADT Total
3600 ADT Year
2005 Design Load
H 15 Skew
0 No. Main Spans
1 Road Width
25.919 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
23.999 Span Type Main
M Material
3 - Steel Design
02 Length
192.913 Deck Width
30.84 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
4 Super Rating
4 Sub Rating
4 Chan. Rating
6 Culv. Rating
N Structure Rating
4 Deck Geometry
3 Underclearance
N Bridge Posting
4 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
36.046 HS Inv. Rating Method
2 HS Inv. Method
18.85 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
5760 Future ADT Year
2025 Bypass Detour
26.09759 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
10005 ODOT County
66 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
40ft. I-bm+6-25ft. conc Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6622 1027 X H Index
60.5539 Latitude
36:17:39.89 Longitude
-95:36:05.03 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
_ 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
10005 Vault Link
http://plansrv1/bridgemaintvault/b10005 GIS FO/SD
SD H Inv. Method
12.897 Latitude DD
36.29441389 Longitude DD
-95.60139722 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
10461 x
-10642298.8576559 y
4341208.257457 |
|||||||||||||||||||||||||||||||||||||
| 10004 | 5128 1897 X | 10004 | Muskogee | S.H. 10 | MANARD BAYOU CREEK | 5128 1897 X | 3-60ft. I-BM. | 1942 | 35.76848611 | -95.21430833 | 181.5 | 40 | — | 3 | 0 | 2 | 37.8 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 93.9 | 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 | 2000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
10460 BRKEY
10004 NBI No.
10004 On Under
1 Structure No.
5128 1897 X Control No.
028 Lane Ind.
Milepoint
18970 Facility Carried
S.H. 10 Feature Intersected
MANARD BAYOU CREEK Division
01 County
101 Location
19.7 MI N C/L Sufficiency
93.9 Kind Hwy
3 Level Service
1 Route No.
00010 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
26 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
1942 ADT Total
2000 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
37.8 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
26.001 Span Type Main
M Material
3 - Steel Design
02 Length
181.5 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.
1 Deck Rating
8 Super Rating
8 Sub Rating
7 Chan. Rating
6 Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
50.4 HS Inv. Rating Method
3 HS Inv. Method
38.9 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
3200 Future ADT Year
2042 Bypass Detour
39.767756 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
10004 ODOT County
51 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
0 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-60ft. I-BM. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5128 1897 X H Index
86.7702 Latitude
35:46:06.55 Longitude
-95:12:51.51 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 10 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
10004 Vault Link
http://plansrv1/bridgemaintvault/b10004 GIS FO/SD
Meets Standards H Inv. Method
38.8 Latitude DD
35.76848611 Longitude DD
-95.21430833 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
10460 x
-10599208.3195293 y
4268812.00029691 |
|||||||||||||||||||||||||||||||||||||
| 10003 | 5118R0043 X | 10003 | Muskogee | U.S. 69 | R.R. REMOVED UNDER | 5118R0043 X | 3-40ft., 2-33ft. I-BM. S | 1942 | 35.76124444 | -95.40244444 | 187.992 | 57.999 | — | 5 | 16 | 4 | 52.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 18.2 | Poor (4) | Imminent failure (1) | Poor (4) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | C | 28960 | 2004 | 5 | Unmatched |
|
Raw data
OBJECTID
10459 BRKEY
10003 NBI No.
10003 On Under
1 Structure No.
5118R0043 X Control No.
018 Lane Ind.
Milepoint
00430 Facility Carried
U.S. 69 Feature Intersected
R.R. REMOVED UNDER Division
01 County
101 Location
0.5 MI N JCT US 62 Sufficiency
18.2 Kind Hwy
2 Level Service
1 Route No.
00069 Service Type On
5 Service Type Off
2 Vertical Clearance
N Horizontal Clearance
52.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1942 ADT Total
28960 ADT Year
2004 Design Load
H 20 Skew
16 No. Main Spans
5 Road Width
52.001 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
4 Fill RCB
-1 Appr. Roadway Width
52.001 Span Type Main
M Material
3 - Steel Design
02 Length
187.992 Deck Width
57.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
1 Super Rating
4 Sub Rating
5 Chan. Rating
7 Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
56.328 HS Inv. Rating Method
1 HS Inv. Method
33.841 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
46336 Future ADT Year
2024 Bypass Detour
3.106856 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
10003 ODOT County
51 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
2.999 Rt. Curb SW
2.999 Description
3-40ft., 2-33ft. I-BM. S Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5118R0043 X H Index
40.0027 Latitude
35:45:40.48 Longitude
-95:24:08.8 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
U.S. 69 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
10003 NBI Text
10003 Vault Link
http://plansrv1/bridgemaintvault/b10003 GIS FO/SD
SD H Inv. Method
22.928 Latitude DD
35.76124444 Longitude DD
-95.40244444 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
10459 x
-10620151.5354944 y
4267818.51152269 |
|||||||||||||||||||||||||||||||||||||
| 09909 | 5810R1357 X | 9909 | Ottawa | U.S. 60 | CREEK | 5810 1357 X | 25ft. CONC. SLAB SPAN | 1942 | 36.804408 | -94.716833 | 25 | 35 | — | 1 | 0 | 2 | 32.001 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 81.7 | Fair (5) | Fair (5) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 7500 | 2020 | 5 | Unmatched |
|
Raw data
OBJECTID
10455 BRKEY
9909 NBI No.
9909 On Under
1 Structure No.
5810R1357 X Control No.
010 Lane Ind.
Milepoint
13570 Facility Carried
U.S. 60 Feature Intersected
CREEK Division
08 County
115 Location
13.4 MI E US 69 Sufficiency
81.7 Kind Hwy
2 Level Service
1 Route No.
00060 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
32.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1942 ADT Total
7500 ADT Year
2020 Design Load
H 20 Skew
0 No. Main Spans
1 Road Width
32.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
32.001 Span Type Main
M Material
1 - Concrete Design
01 Length
25 Deck Width
35 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
6 Sub Rating
5 Chan. Rating
7 Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
81.9 HS Inv. Rating Method
1 HS Inv. Method
49 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
12000 Future ADT Year
2040 Bypass Detour
1.864114 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
09909 ODOT County
58 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
25ft. CONC. SLAB SPAN Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5810 1357 X H Index
61.3744 Latitude
36:48:15.87 Longitude
-94:43:00.6 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 60 Scour
8 Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
09909 Vault Link
http://plansrv1/bridgemaintvault/b09909 GIS FO/SD
Meets Standards H Inv. Method
27.2 Latitude DD
36.804408 Longitude DD
-94.716833 ODOT County Number
58 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
10455 x
-10543829.6191115 y
4411878.73805368 |
|||||||||||||||||||||||||||||||||||||
| 09908 | 5810R1294 X | 9908 | Ottawa | U.S. 60 | CREEK | 5810 1294 X | 23ft. CONC. SLAB SPAN | 1942 | 36.80456111 | -94.72762222 | 22.999 | 35.499 | — | 1 | 12 | 2 | 32.001 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 72.6 | Fair (5) | Fair (5) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 7500 | 2017 | 5 | Unmatched |
|
Raw data
OBJECTID
10454 BRKEY
9908 NBI No.
9908 On Under
1 Structure No.
5810R1294 X Control No.
010 Lane Ind.
Milepoint
12940 Facility Carried
U.S. 60 Feature Intersected
CREEK Division
08 County
115 Location
12.8 MI E US 69 Sufficiency
72.6 Kind Hwy
2 Level Service
1 Route No.
00060 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
32.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1942 ADT Total
7500 ADT Year
2017 Design Load
H 20 Skew
12 No. Main Spans
1 Road Width
32.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
36.001 Span Type Main
M Material
1 - Concrete Design
01 Length
22.999 Deck Width
35.499 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
5 Sub Rating
5 Chan. Rating
8 Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
59.6 HS Inv. Rating Method
2 HS Inv. Method
29.9 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
12000 Future ADT Year
2037 Bypass Detour
1.864114 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
09908 ODOT County
58 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
23ft. CONC. SLAB SPAN Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5810 1294 X H Index
65.3177 Latitude
36:48:16.42 Longitude
-94:43:39.44 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 60 Scour
8 Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
09908 Vault Link
http://plansrv1/bridgemaintvault/b09908 GIS FO/SD
Meets Standards H Inv. Method
16.6 Latitude DD
36.80456111 Longitude DD
-94.72762222 ODOT County Number
58 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
10454 x
-10545030.669588 y
4411900.02499954 |
|||||||||||||||||||||||||||||||||||||
| 09907 | 1918 1112 X | 9907 | Creek | S.H. 33 | DEEP CREEK | 1918 1112 X | 2-10ft.X10ft.X78ft. RCB | 1942 | 36.00295833 | -96.42767778 | 22.966 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 89.7 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 3300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
10453 BRKEY
9907 NBI No.
9907 On Under
1 Structure No.
1918 1112 X Control No.
018 Lane Ind.
Milepoint
11120 Facility Carried
S.H. 33 Feature Intersected
DEEP CREEK Division
08 County
037 Location
11 MI E PAYNE C/L Sufficiency
89.7 Kind Hwy
3 Level Service
1 Route No.
00033 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1942 ADT Total
3300 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
4 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
73.2 HS Inv. Rating Method
1 HS Inv. Method
43.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5280 Future ADT Year
2042 Bypass Detour
29.204446 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
09907 ODOT County
19 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.X10ft.X78ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1918 1112 X H Index
88.0557 Latitude
36:00:10.65 Longitude
-96:25:39.64 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 33 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
09907 Vault Link
http://plansrv1/bridgemaintvault/b09907 GIS FO/SD
Meets Standards H Inv. Method
24.3 Latitude DD
36.00295833 Longitude DD
-96.42767778 ODOT County Number
19 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
10453 x
-10734279.9888475 y
4301028.44132555 |
|||||||||||||||||||||||||||||||||||||
| 09815 | 4040 3593 X | 9815 | Le Flore | S.H. 63 | HORSE PEN CREEK | 4040 3593 X | 30ft. - 40ft. - 30ft. I-BEAM SK 45° | 1941 | 34.64384444 | -94.46070278 | 101 | 31 | — | 3 | 45 | 2 | 26 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 86.8 | 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 | 430 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
10451 BRKEY
9815 NBI No.
9815 On Under
1 Structure No.
4040 3593 X Control No.
040 Lane Ind.
Milepoint
35930 Facility Carried
S.H. 63 Feature Intersected
HORSE PEN CREEK Division
02 County
079 Location
0.22 W AR S/L Sufficiency
86.8 Kind Hwy
3 Level Service
1 Route No.
00063 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
26 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
1941 ADT Total
430 ADT Year
2022 Design Load
H 20 Skew
45 No. Main Spans
3 Road Width
26 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
26 Span Type Main
M Material
3 - Steel Design
02 Length
101 Deck Width
31 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
6 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
6 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
52 HS Inv. Rating Method
1 HS Inv. Method
31 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
688 Future ADT Year
2042 Bypass Detour
44.7 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
09815 ODOT County
40 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
30ft. - 40ft. - 30ft. I-BEAM SK 45° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4040 3593 X H Index
99.0525 Latitude
34:38:37.84 Longitude
-94:27:38.53 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 63 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
157 NBI Text
09815 Vault Link
http://plansrv1/bridgemaintvault/b09815 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
34.64384444 Longitude DD
-94.46070278 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
10451 x
-10515317.3334444 y
4115585.74342568 |
|||||||||||||||||||||||||||||||||||||
| 09814 | 1514R0704 X | 9814 | Coal | S.H. 43 | MILL CREEK | 1514 0704 X | 30ft.-40ft.-30ft. I-BM SPA | 1941 | 34.535103 | -96.094189 | 102.034 | 26.903 | — | 3 | 30 | 2 | 23.95 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 57.4 | Fair (5) | Fair (5) | Fair (5) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1100 | 2020 | 5 | Unmatched |
|
Raw data
OBJECTID
10450 BRKEY
9814 NBI No.
9814 On Under
1 Structure No.
1514R0704 X Control No.
014 Lane Ind.
Milepoint
07040 Facility Carried
S.H. 43 Feature Intersected
MILL CREEK Division
03 County
029 Location
7.0 MI E US75 Sufficiency
57.4 Kind Hwy
3 Level Service
1 Route No.
00043 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
1941 ADT Total
1100 ADT Year
2020 Design Load
H 15 Skew
30 No. Main Spans
3 Road Width
23.95 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
27.999 Span Type Main
M Material
3 - Steel Design
02 Length
102.034 Deck Width
26.903 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
5 Super Rating
5 Sub Rating
6 Chan. Rating
6 Culv. Rating
N 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
45 HS Inv. Rating Method
1 HS Inv. Method
27 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1760 Future ADT Year
2040 Bypass Detour
22.990734 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
M Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
09814 ODOT County
15 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 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
1514 0704 X H Index
79.0151 Latitude
34:32:06.37 Longitude
-96:05:39.08 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 43 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
09814 Vault Link
http://plansrv1/bridgemaintvault/b09814 GIS FO/SD
Meets Standards H Inv. Method
18 Latitude DD
34.535103 Longitude DD
-96.094189 ODOT County Number
15 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
10450 x
-10697156.1876726 y
4100881.6045286 |
|||||||||||||||||||||||||||||||||||||
| 10101 | 5820 0969 X | 10101 | Ottawa | S.H. 10 | CREEK | 5820 0969 X | 2-8ft. X 4ft. X 36ft. R.C. BOX SK. 45 DEG. | 1944 | 36.79808889 | -94.69796111 | 26.903 | 0 | — | 2 | 45 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 77.5 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 3800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
10443 BRKEY
10101 NBI No.
10101 On Under
1 Structure No.
5820 0969 X Control No.
020 Lane Ind.
Milepoint
09690 Facility Carried
S.H. 10 Feature Intersected
CREEK Division
08 County
115 Location
0.1 MI S US60 Sufficiency
77.5 Kind Hwy
3 Level Service
1 Route No.
00010 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
1944 ADT Total
3800 ADT Year
2022 Design Load
H 20 Skew
45 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
36.001 Span Type Main
M Material
1 - Concrete Design
19 Length
26.903 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
5 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
41.2 HS Inv. Rating Method
1 HS Inv. Method
24.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6080 Future ADT Year
2042 Bypass Detour
24.854848 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
10101 ODOT County
58 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 4ft. X 36ft. R.C. BOX SK. 45 DEG. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5820 0969 X H Index
79.6246 Latitude
36:47:53.12 Longitude
-94:41:52.66 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
-1 NBI Text
10101 Vault Link
http://plansrv1/bridgemaintvault/b10101 GIS FO/SD
Meets Standards H Inv. Method
14.1 Latitude DD
36.79808889 Longitude DD
-94.69796111 ODOT County Number
58 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
10443 x
-10541728.8099264 y
4411000.2267319 |
|||||||||||||||||||||||||||||||||||||
| 10100 | 5820 0750 X | 10100 | Ottawa | S.H. 10 | CREEK | 5820 0750 X | 2-10ft.X 7ft.X 36ft. R.C.B | 1944 | 36.75900833 | -94.69747778 | 22.999 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 86.7 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 3800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
10442 BRKEY
10100 NBI No.
10100 On Under
1 Structure No.
5820 0750 X Control No.
020 Lane Ind.
Milepoint
07500 Facility Carried
S.H. 10 Feature Intersected
CREEK Division
08 County
115 Location
7.6 MI N DELAWARE CO Sufficiency
86.7 Kind Hwy
3 Level Service
1 Route No.
00010 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
36.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1944 ADT Total
3800 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
36.001 Span Type Main
M Material
1 - Concrete Design
19 Length
22.999 Deck Width
0 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
47.3 HS Inv. Rating Method
1 HS Inv. Method
28.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6080 Future ADT Year
2042 Bypass Detour
24.854848 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
10100 ODOT County
58 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 7ft.X 36ft. R.C.B Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5820 0750 X H Index
67.6455 Latitude
36:45:32.43 Longitude
-94:41:50.92 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 10 Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
10100 Vault Link
http://plansrv1/bridgemaintvault/b10100 GIS FO/SD
Meets Standards H Inv. Method
15.7 Latitude DD
36.75900833 Longitude DD
-94.69747778 ODOT County Number
58 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
10442 x
-10541675.0058769 y
4405568.67935955 |
|||||||||||||||||||||||||||||||||||||
| 10099 | 5810R0732 X | 10099 | Ottawa | U.S. 60 | CREEK | 5810 0732 X | 2-10ft. X 12ft. X 54ft. R. | 1944 | 36.772722 | -94.807917 | 25.919 | 0 | — | 2 | 30 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 70.1 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Fair (5) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 5000 | 2020 | 5 | Unmatched |
|
Raw data
OBJECTID
10441 BRKEY
10099 NBI No.
10099 On Under
1 Structure No.
5810R0732 X Control No.
010 Lane Ind.
Milepoint
07320 Facility Carried
U.S. 60 Feature Intersected
CREEK Division
08 County
115 Location
7.0 MI E US 69 Sufficiency
70.1 Kind Hwy
2 Level Service
1 Route No.
00060 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
1944 ADT Total
5000 ADT Year
2020 Design Load
H 20 Skew
30 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
5 Appr. Roadway Width
36.001 Span Type Main
M Material
1 - Concrete Design
19 Length
25.919 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
5 Structure Rating
5 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
36 HS Inv. Rating Method
1 HS Inv. Method
21.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2040 Bypass Detour
1.864114 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
10099 ODOT County
58 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 12ft. X 54ft. R. Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5810 0732 X H Index
58.8493 Latitude
36:46:21.8 Longitude
-94:48:28.5 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 60 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
10099 Vault Link
http://plansrv1/bridgemaintvault/b10099 GIS FO/SD
Meets Standards H Inv. Method
13.8 Latitude DD
36.772722 Longitude DD
-94.807917 ODOT County Number
58 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
10441 x
-10553969.0436109 y
4407474.33587481 |
|||||||||||||||||||||||||||||||||||||
| 10002 | 5128 1288 X | 10002 | Muskogee | S.H. 10 | BOUDINOT CREEK | 5128 1288 X | 35ft.-40ft.-35ft. CONC. GI | 1942 | 35.70186667 | -95.19642778 | 110.892 | 32.001 | — | 3 | 0 | 2 | 27.999 | 1 - Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 68.4 | 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 | 2000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
10440 BRKEY
10002 NBI No.
10002 On Under
1 Structure No.
5128 1288 X Control No.
028 Lane Ind.
Milepoint
12880 Facility Carried
S.H. 10 Feature Intersected
BOUDINOT CREEK Division
01 County
101 Location
13.5 MI N C/L Sufficiency
68.4 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
1942 ADT Total
2000 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
26.001 Span Type Main
M Material
1 - Concrete Design
02 Length
110.892 Deck Width
32.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
5 Sub Rating
5 Chan. Rating
5 Culv. Rating
N Structure Rating
5 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
52 HS Inv. Rating Method
1 HS Inv. Method
31 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3200 Future ADT Year
2042 Bypass Detour
39.767756 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
10002 ODOT County
51 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
4 Lft. Curb SW
0 Rt. Curb SW
0 Description
35ft.-40ft.-35ft. CONC. GI Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5128 1288 X H Index
90.9544 Latitude
35:42:06.72 Longitude
-95:11:47.14 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 10 Scour
5 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
10002 Vault Link
http://plansrv1/bridgemaintvault/b10002 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
35.70186667 Longitude DD
-95.19642778 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
10440 x
-10597217.8658082 y
4259675.84955421 |
|||||||||||||||||||||||||||||||||||||
| 10000 | 5128 1907 X | 10000 | Muskogee | S.H. 10 | MANARD BAYOU CREEK O'FLO | 5128 1907 X | 30ft.-40ft.-30ft. CONC. GI | 1942 | 35.76879722 | -95.21588611 | 101.05 | 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) | 71.5 | Fair (5) | Satisfactory (6) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
10438 BRKEY
10000 NBI No.
10000 On Under
1 Structure No.
5128 1907 X Control No.
028 Lane Ind.
Milepoint
19070 Facility Carried
S.H. 10 Feature Intersected
MANARD BAYOU CREEK O'FLO Division
01 County
101 Location
19.8 MI N C/L Sufficiency
71.5 Kind Hwy
3 Level Service
1 Route No.
00010 Service Type On
1 Service Type Off
9 Vertical Clearance
N Horizontal Clearance
27.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1942 ADT Total
2000 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
26.001 Span Type Main
M Material
1 - Concrete Design
02 Length
101.05 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
5 Chan. Rating
5 Culv. Rating
N Structure Rating
5 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
5 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
64.265 HS Inv. Rating Method
1 HS Inv. Method
36.597 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3200 Future ADT Year
2042 Bypass Detour
39.767756 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
10000 ODOT County
51 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. CONC. GI Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5128 1907 X H Index
87.1444 Latitude
35:46:07.67 Longitude
-95:12:57.19 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 10 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
10000 Vault Link
http://plansrv1/bridgemaintvault/b10000 GIS FO/SD
Meets Standards H Inv. Method
22.046 Latitude DD
35.76879722 Longitude DD
-95.21588611 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
10438 x
-10599383.9571955 y
4268854.68367895 |
|||||||||||||||||||||||||||||||||||||
| 09906 | 6622 1061 X | 9906 | Rogers | S.H. 88 | CREEK | 6622 1061 X | 2-10ft.X6ft.X32ft. RCB W/H | 1942 | 36.29824722 | -95.60515556 | 22.999 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 72.4 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 3600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
10434 BRKEY
9906 NBI No.
9906 On Under
1 Structure No.
6622 1061 X Control No.
022 Lane Ind.
Milepoint
10610 Facility Carried
S.H. 88 Feature Intersected
CREEK Division
08 County
131 Location
1.2 MI S JCT SH 66 Sufficiency
72.4 Kind Hwy
3 Level Service
1 Route No.
00088 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
31.824 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
1942 ADT Total
3600 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
23.999 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
N Culv. Rating
6 Structure Rating
5 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
36 HS Inv. Rating Method
1 HS Inv. Method
21.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5760 Future ADT Year
2042 Bypass Detour
25.999934 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
09906 ODOT County
66 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.X32ft. RCB W/H Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6622 1061 X H Index
63.058 Latitude
36:17:53.69 Longitude
-95:36:18.56 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 88 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
09906 Vault Link
http://plansrv1/bridgemaintvault/b09906 GIS FO/SD
Meets Standards H Inv. Method
13.8 Latitude DD
36.29824722 Longitude DD
-95.60515556 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
10434 x
-10642717.2341509 y
4341737.71433278 |
|||||||||||||||||||||||||||||||||||||
| 09905 | 6610R0996 X | 9905 | Rogers | S.H. 20 | CREEK | 6610R0996 X | 23ft. CONC. SLAB SPAN SK.60 DEG. | 1942 | 36.30833333 | -95.44166667 | 24.934 | 32.799 | — | 1 | 0 | 2 | 30 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 53 | Fair (5) | Satisfactory (6) | Satisfactory (6) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 5700 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
10433 BRKEY
9905 NBI No.
9905 On Under
1 Structure No.
6610R0996 X Control No.
010 Lane Ind.
Milepoint
09960 Facility Carried
S.H. 20 Feature Intersected
CREEK Division
08 County
131 Location
10 MI E JCT SH 66 Sufficiency
53 Kind Hwy
3 Level Service
1 Route No.
00020 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
30 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1942 ADT Total
5700 ADT Year
1999 Design Load
H 15 Skew
0 No. Main Spans
1 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
37.999 Span Type Main
M Material
1 - Concrete Design
01 Length
24.934 Deck Width
32.799 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
6 Super Rating
6 Sub Rating
7 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
9 HS Operating Rating Method
2 HS Operating Rating
25.794 HS Inv. Rating Method
2 HS Inv. Method
25.794 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
5800 Future ADT Year
2017 Bypass Detour
44.738726 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
09905 ODOT County
66 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
23ft. CONC. SLAB SPAN SK.60 DEG. Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6610R0996 X H Index
100 Latitude
36:18:30 Longitude
-95:26:30 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 20 Scour
8 Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
09905 Vault Link
http://plansrv1/bridgemaintvault/b09905 GIS FO/SD
Meets Standards H Inv. Method
17.857 Latitude DD
36.30833333 Longitude DD
-95.44166667 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
10433 x
-10624517.7341657 y
4343130.92514806 |
|||||||||||||||||||||||||||||||||||||
| 09904 | 6810 0911 X | 9904 | Sequoyah | U.S. 64 | CREEK | 6810 0911 X | (2) 10ft. X 7ft. X 56ft. LONG RCB | 1942 | 35.39811667 | -94.65210278 | 22.999 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 82.5 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 3500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
10432 BRKEY
9904 NBI No.
9904 On Under
1 Structure No.
6810 0911 X Control No.
010 Lane Ind.
Milepoint
09110 Facility Carried
U.S. 64 Feature Intersected
CREEK Division
01 County
135 Location
3.1 W JCT US-64B Sufficiency
82.5 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
43.999 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
1942 ADT Total
3500 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
4 Appr. Roadway Width
43.999 Span Type Main
M Material
1 - Concrete Design
19 Length
22.999 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
5 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
36 HS Inv. Rating Method
1 HS Inv. Method
21.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5600 Future ADT Year
2042 Bypass Detour
5 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
09904 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 7ft. X 56ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6810 0911 X H Index
65.7845 Latitude
35:23:53.22 Longitude
-94:39:07.57 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 64 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
10-0911 NBI Text
09904 Vault Link
http://plansrv1/bridgemaintvault/b09904 GIS FO/SD
Meets Standards H Inv. Method
13.8 Latitude DD
35.39811667 Longitude DD
-94.65210278 ODOT County Number
68 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
10432 x
-10536623.8839822 y
4218116.08960381 |
|||||||||||||||||||||||||||||||||||||
| 09903 | 1918 0894 X | 9903 | Creek | S.H. 33 | CREEK | 1918 0894 X | 2-10ft.X5ft.X87ft.RCB | 1942 | 36.00288611 | -96.46658889 | 25.919 | 0 | — | 2 | 30 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 85.4 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 3500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
10431 BRKEY
9903 NBI No.
9903 On Under
1 Structure No.
1918 0894 X Control No.
018 Lane Ind.
Milepoint
08940 Facility Carried
S.H. 33 Feature Intersected
CREEK Division
08 County
037 Location
8.7 MI E PAYNE C/L Sufficiency
85.4 Kind Hwy
3 Level Service
1 Route No.
00033 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1942 ADT Total
3500 ADT Year
2022 Design Load
H 20 Skew
30 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
AG Appr. Roadway Width
40.026 Span Type Main
M Material
1 - Concrete Design
19 Length
25.919 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
50.5 HS Inv. Rating Method
1 HS Inv. Method
30.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5600 Future ADT Year
2042 Bypass Detour
29.204446 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
09903 ODOT County
19 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
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X5ft.X87ft.RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1918 0894 X H Index
99.6208 Latitude
36:00:10.39 Longitude
-96:27:59.72 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 33 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
09903 Vault Link
http://plansrv1/bridgemaintvault/b09903 GIS FO/SD
Meets Standards H Inv. Method
16.8 Latitude DD
36.00288611 Longitude DD
-96.46658889 ODOT County Number
19 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
10431 x
-10738611.5537989 y
4301018.50359666 |
|||||||||||||||||||||||||||||||||||||
| 09902 | 6610R0880 X | 9902 | Rogers | S.H. 20 | CREEK | 6610R0880 X | 18ft. CONC. SLAB SPAN | 1942 | 36.30833333 | -95.46166667 | 20.013 | 32.799 | — | 1 | 0 | 2 | 30 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 28 | Critical (2) | Fair (5) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 5700 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
10430 BRKEY
9902 NBI No.
9902 On Under
1 Structure No.
6610R0880 X Control No.
010 Lane Ind.
Milepoint
08800 Facility Carried
S.H. 20 Feature Intersected
CREEK Division
08 County
131 Location
8.7 MI E JCT SH 66 Sufficiency
28 Kind Hwy
3 Level Service
1 Route No.
00020 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
30 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1942 ADT Total
5700 ADT Year
1999 Design Load
Other or Unknown Skew
0 No. Main Spans
1 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
37.999 Span Type Main
M Material
1 - Concrete Design
01 Length
20.013 Deck Width
32.799 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
9 Deck Rating
5 Super Rating
6 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
2 Deck Geometry
3 Underclearance
N Bridge Posting
2 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
16.865 HS Inv. Rating Method
2 HS Inv. Method
16.865 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
5800 Future ADT Year
2017 Bypass Detour
42.874612 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
09902 ODOT County
66 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
18ft. CONC. SLAB SPAN Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6610R0880 X H Index
100 Latitude
36:18:30 Longitude
-95:27:42 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 20 Scour
6 Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
09902 Vault Link
http://plansrv1/bridgemaintvault/b09902 GIS FO/SD
Meets Standards H Inv. Method
15.873 Latitude DD
36.30833333 Longitude DD
-95.46166667 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
10430 x
-10626744.1239816 y
4343130.92514806 |
|||||||||||||||||||||||||||||||||||||
| 09901 | 6610R0770 X | 9901 | Rogers | S.H. 20 | CREEK | 6610R0770 X | 23ft. CONC. SLAB SPANBRIDGE REPLACED WITH RCB #24884 | 1942 | 36.31 | -95.48166667 | 24.934 | 32.799 | — | 1 | 0 | 2 | 30 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 49.6 | Fair (5) | Satisfactory (6) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 5700 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
10429 BRKEY
9901 NBI No.
9901 On Under
1 Structure No.
6610R0770 X Control No.
010 Lane Ind.
Milepoint
07700 Facility Carried
S.H. 20 Feature Intersected
CREEK Division
08 County
131 Location
7.7 MI E JCT SH 66 Sufficiency
49.6 Kind Hwy
3 Level Service
1 Route No.
00020 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
30 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1942 ADT Total
5700 ADT Year
1999 Design Load
H 15 Skew
0 No. Main Spans
1 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
37.999 Span Type Main
M Material
1 - Concrete Design
01 Length
24.934 Deck Width
32.799 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
6 Super Rating
6 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
3 Underclearance
N Bridge Posting
4 Waterway Adequacy
6 Approach Alignment
9 HS Operating Rating Method
2 HS Operating Rating
22.818 HS Inv. Rating Method
2 HS Inv. Method
22.818 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
5800 Future ADT Year
2017 Bypass Detour
4.97097 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
09901 ODOT County
66 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
23ft. CONC. SLAB SPANBRIDGE REPLACED WITH RCB #24884 Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6610R0770 X H Index
100 Latitude
36:18:36 Longitude
-95:28:54 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 20 Scour
6 Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
09901 Vault Link
http://plansrv1/bridgemaintvault/b09901 GIS FO/SD
Meets Standards H Inv. Method
17.857 Latitude DD
36.31 Longitude DD
-95.48166667 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
10429 x
-10628970.5137975 y
4343361.1623406 |
|||||||||||||||||||||||||||||||||||||
| 10098 | 5820 0603 X | 10098 | Ottawa | S.H. 10 | CREEK | 5820 0603 X | 2-10ft.X 12ft.X 72ft. R.C. BOX | 1944 | 36.74461389 | -94.71488889 | 22.966 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 89.9 | 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 | 3800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
10422 BRKEY
10098 NBI No.
10098 On Under
1 Structure No.
5820 0603 X Control No.
020 Lane Ind.
Milepoint
06030 Facility Carried
S.H. 10 Feature Intersected
CREEK Division
08 County
115 Location
6. MI N DELAWARE CO Sufficiency
89.9 Kind Hwy
3 Level Service
1 Route No.
00010 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
36.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1944 ADT Total
3800 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
4 Appr. Roadway Width
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
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
100 HS Inv. Rating Method
1 HS Inv. Method
75.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6080 Future ADT Year
2042 Bypass Detour
24.854848 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
10098 ODOT County
58 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 12ft.X 72ft. R.C. BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5820 0603 X H Index
67 Latitude
36:44:40.61 Longitude
-94:42:53.6 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
-1 NBI Text
10098 Vault Link
http://plansrv1/bridgemaintvault/b10098 GIS FO/SD
Meets Standards H Inv. Method
42 Latitude DD
36.74461389 Longitude DD
-94.71488889 ODOT County Number
58 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
10422 x
-10543613.2017763 y
4403568.78926331 |
|||||||||||||||||||||||||||||||||||||
| 10097 | 5820 0531 X | 10097 | Ottawa | S.H. 10 | CREEK | 5820 0531 X | 2-10ft. X 11ft. X 43ft. R. | 1944 | 36.73616111 | -94.7205 | 22.966 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 75.3 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 3800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
10421 BRKEY
10097 NBI No.
10097 On Under
1 Structure No.
5820 0531 X Control No.
020 Lane Ind.
Milepoint
05310 Facility Carried
S.H. 10 Feature Intersected
CREEK Division
08 County
115 Location
5.4 MI N DELAWARE CO Sufficiency
75.3 Kind Hwy
3 Level Service
1 Route No.
00010 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
36.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1944 ADT Total
3800 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
36.001 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
0 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
5 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
36 HS Inv. Rating Method
1 HS Inv. Method
21.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6080 Future ADT Year
2042 Bypass Detour
24.854848 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
10097 ODOT County
58 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 11ft. X 43ft. R. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5820 0531 X H Index
87.9224 Latitude
36:44:10.18 Longitude
-94:43:13.8 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
-1 NBI Text
10097 Vault Link
http://plansrv1/bridgemaintvault/b10097 GIS FO/SD
Meets Standards H Inv. Method
13.8 Latitude DD
36.73616111 Longitude DD
-94.7205 ODOT County Number
58 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
10421 x
-10544237.8276843 y
4402394.57792444 |
|||||||||||||||||||||||||||||||||||||
| 10096 | 1824 0496 X | 10096 | Craig | S.H. 82 | CREEK | 1824 0496 X | 2-10ft. X 8ft. X 48ft. R.C. BOX | 1944 | 36.58284167 | -95.05971667 | 22.966 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 83.1 | 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 | 3700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
10420 BRKEY
10096 NBI No.
10096 On Under
1 Structure No.
1824 0496 X Control No.
024 Lane Ind.
Milepoint
04960 Facility Carried
S.H. 82 Feature Intersected
CREEK Division
08 County
035 Location
5 MI N MAYES C/L Sufficiency
83.1 Kind Hwy
3 Level Service
1 Route No.
00082 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
1944 ADT Total
3700 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
4 Appr. Roadway Width
30 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
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
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
50.1 HS Inv. Rating Method
1 HS Inv. Method
30 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5920 Future ADT Year
2042 Bypass Detour
44.117354 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
10096 ODOT County
18 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft. X 8ft. X 48ft. R.C. BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1824 0496 X H Index
67 Latitude
36:34:58.23 Longitude
-95:03:34.98 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
-1 NBI Text
10096 Vault Link
http://plansrv1/bridgemaintvault/b10096 GIS FO/SD
Meets Standards H Inv. Method
16.7 Latitude DD
36.58284167 Longitude DD
-95.05971667 ODOT County Number
18 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
10420 x
-10581999.2546573 y
4381118.71388614 |
|||||||||||||||||||||||||||||||||||||
| 10095 | 1824 0086 X | 10095 | Craig | S.H. 82 | CREEK | 1824 0086 X | 2-10ft. X 5ft. X 36ft. R.C. BOX WITH CONC. HANDRAILS | 1944 | 36.52282778 | -95.05957222 | 22.966 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 72.2 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 5600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
10419 BRKEY
10095 NBI No.
10095 On Under
1 Structure No.
1824 0086 X Control No.
024 Lane Ind.
Milepoint
00860 Facility Carried
S.H. 82 Feature Intersected
CREEK Division
08 County
035 Location
0.8 MI N MAYES C/L Sufficiency
72.2 Kind Hwy
3 Level Service
1 Route No.
00082 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
1944 ADT Total
5600 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
33.999 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
5 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
43.2 HS Inv. Rating Method
1 HS Inv. Method
25.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8960 Future ADT Year
2042 Bypass Detour
44.117354 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
10095 ODOT County
18 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft. X 5ft. X 36ft. R.C. BOX WITH CONC. HANDRAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1824 0086 X H Index
67.201 Latitude
36:31:22.18 Longitude
-95:03:34.46 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
-1 NBI Text
10095 Vault Link
http://plansrv1/bridgemaintvault/b10095 GIS FO/SD
Meets Standards H Inv. Method
14.4 Latitude DD
36.52282778 Longitude DD
-95.05957222 ODOT County Number
18 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
10419 x
-10581983.1745568 y
4372802.2073396 |
|||||||||||||||||||||||||||||||||||||
| 09900 | 6810 0589 X | 9900 | Sequoyah | U.S. 64 | WOLF CREEK TRIB. | 6810 0589 X | (2) 10ft. X 4ft. X 48ft. LONG RCB | 1942 | 35.41640556 | -94.70090278 | 22.999 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 82.5 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 2900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
10410 BRKEY
9900 NBI No.
9900 On Under
1 Structure No.
6810 0589 X Control No.
010 Lane Ind.
Milepoint
05890 Facility Carried
U.S. 64 Feature Intersected
WOLF CREEK TRIB. Division
01 County
135 Location
5.89 E JCT US-59 Sufficiency
82.5 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
46.001 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
1942 ADT Total
2900 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
3 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
22.999 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
5 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
36 HS Inv. Rating Method
1 HS Inv. Method
21.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4640 Future ADT Year
2042 Bypass Detour
6 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
09900 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 4ft. X 48ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6810 0589 X H Index
67.0003 Latitude
35:24:59.06 Longitude
-94:42:03.25 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 64 Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
10-0589 NBI Text
09900 Vault Link
http://plansrv1/bridgemaintvault/b09900 GIS FO/SD
Meets Standards H Inv. Method
13.8 Latitude DD
35.41640556 Longitude DD
-94.70090278 ODOT County Number
68 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
10410 x
-10542056.2751329 y
4220613.97195084 |
|||||||||||||||||||||||||||||||||||||
| 09899 | 6610R0569 X | 9899 | Rogers | S.H. 20 | CREEK | 6610R0569 X | 23ft. Conc Slab | 1942 | 36.30971667 | -95.515775 | 24.934 | 32.808 | — | 1 | 0 | 2 | 29.856 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, posting recommended (B) | 63.2 | Fair (5) | Satisfactory (6) | Satisfactory (6) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 6110 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
10409 BRKEY
9899 NBI No.
9899 On Under
1 Structure No.
6610R0569 X Control No.
010 Lane Ind.
Milepoint
05690 Facility Carried
S.H. 20 Feature Intersected
CREEK Division
08 County
131 Location
5.9 MI E JCT SH 66 Sufficiency
63.2 Kind Hwy
3 Level Service
1 Route No.
00020 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
29.856 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
1942 ADT Total
6110 ADT Year
1999 Design Load
H 15 Skew
0 No. Main Spans
1 Road Width
29.856 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
38.058 Span Type Main
M Material
1 - Concrete Design
01 Length
24.934 Deck Width
32.808 Bridge Open Closed
B TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
9 Deck Rating
6 Super Rating
6 Sub Rating
7 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
3 Underclearance
N Bridge Posting
4 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
39.683 HS Inv. Rating Method
2 HS Inv. Method
23.81 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
5800 Future ADT Year
2017 Bypass Detour
3.106856 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
09899 ODOT County
66 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
23ft. Conc Slab Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6610R0569 X H Index
86.5059 Latitude
36:18:34.98 Longitude
-95:30:56.79 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 20 Scour
8 Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
09899 Vault Link
http://plansrv1/bridgemaintvault/b09899 GIS FO/SD
Meets Standards H Inv. Method
12.897 Latitude DD
36.30971667 Longitude DD
-95.515775 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
10409 x
-10632767.4357249 y
4343322.02220943 |
|||||||||||||||||||||||||||||||||||||
| 09898 | 0836 0549 X | 9898 | Caddo | S.H. 58 | CREEK | 0836 0549 X | 2-10ft.X 8ft.X 64ft. R.C.B | 1942 | 35.18133056 | -98.600675 | 22.966 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 96.9 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
10408 BRKEY
9898 NBI No.
9898 On Under
1 Structure No.
0836 0549 X Control No.
036 Lane Ind.
Milepoint
05490 Facility Carried
S.H. 58 Feature Intersected
CREEK Division
07 County
015 Location
5.3 MI N JCT SH 9 Sufficiency
96.9 Kind Hwy
3 Level Service
1 Route No.
00058 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
32.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1942 ADT Total
1400 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
6 Appr. Roadway Width
32.001 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
0 Bridge Open Closed
A TSF Rail
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
7 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
64.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2240 Future ADT Year
2042 Bypass Detour
29.204446 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
09898 ODOT County
08 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 8ft.X 64ft. R.C.B Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0836 0549 X H Index
100 Latitude
35:10:52.79 Longitude
-98:36:02.43 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 58 Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
90 NBI Text
09898 Vault Link
http://plansrv1/bridgemaintvault/b09898 GIS FO/SD
Meets Standards H Inv. Method
35.9 Latitude DD
35.18133056 Longitude DD
-98.600675 ODOT County Number
8 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
10408 x
-10976176.9328731 y
4188550.62830009 |
|||||||||||||||||||||||||||||||||||||
| 09897 | 6610R0512 X | 9897 | Rogers | S.H. 20 | CREEK | 6610R0512 X | 23ft. Conc Slab Span | 1942 | 36.30735 | -95.5257 | 24.934 | 32.808 | — | 1 | 0 | 2 | 29.856 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, posting recommended (B) | 64.6 | Fair (5) | Satisfactory (6) | Satisfactory (6) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 6110 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
10407 BRKEY
9897 NBI No.
9897 On Under
1 Structure No.
6610R0512 X Control No.
010 Lane Ind.
Milepoint
05120 Facility Carried
S.H. 20 Feature Intersected
CREEK Division
08 County
131 Location
5.3 MI E JCT SH 66 Sufficiency
64.6 Kind Hwy
3 Level Service
1 Route No.
00020 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
29.856 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
1942 ADT Total
6110 ADT Year
1999 Design Load
H 15 Skew
0 No. Main Spans
1 Road Width
29.856 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
38.058 Span Type Main
M Material
1 - Concrete Design
01 Length
24.934 Deck Width
32.808 Bridge Open Closed
B TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
9 Deck Rating
6 Super Rating
6 Sub Rating
7 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
3 Underclearance
N Bridge Posting
4 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
41.667 HS Inv. Rating Method
2 HS Inv. Method
24.802 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
5800 Future ADT Year
2017 Bypass Detour
3.106856 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
09897 ODOT County
66 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
23ft. Conc Slab Span Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6610R0512 X H Index
86.5059 Latitude
36:18:26.46 Longitude
-95:31:32.52 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 20 Scour
8 Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
09897 Vault Link
http://plansrv1/bridgemaintvault/b09897 GIS FO/SD
Meets Standards H Inv. Method
13.889 Latitude DD
36.30735 Longitude DD
-95.5257 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
10407 x
-10633872.281671 y
4342995.08824489 |
|||||||||||||||||||||||||||||||||||||
| 09896 | 6610R0472 X | 9896 | Rogers | S.H. 20 | CREEK | 6610R0472 X | 18ft. Conc Slab | 1942 | 36.30730278 | -95.53293889 | 20.013 | 33.136 | — | 1 | 0 | 2 | 29.856 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Posted for load (P) | 4 | Critical (2) | Fair (5) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 6110 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
10406 BRKEY
9896 NBI No.
9896 On Under
1 Structure No.
6610R0472 X Control No.
010 Lane Ind.
Milepoint
04720 Facility Carried
S.H. 20 Feature Intersected
CREEK Division
08 County
131 Location
5 MI E JCT SH 66 Sufficiency
4 Kind Hwy
3 Level Service
1 Route No.
00020 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
29.856 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
1942 ADT Total
6110 ADT Year
1999 Design Load
H 15 Skew
0 No. Main Spans
1 Road Width
29.856 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
38.058 Span Type Main
M Material
1 - Concrete Design
01 Length
20.013 Deck Width
33.136 Bridge Open Closed
P TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
7 Deck Rating
5 Super Rating
6 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
2 Deck Geometry
3 Underclearance
N Bridge Posting
2 Waterway Adequacy
4 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
29.762 HS Inv. Rating Method
2 HS Inv. Method
0 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
6300 Future ADT Year
2017 Bypass Detour
6.213712 School Bus Rte.
3 Posted Weight
173045 Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
09896 ODOT County
66 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
18ft. Conc Slab Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6610R0472 X H Index
70.8791 Latitude
36:18:26.29 Longitude
-95:31:58.58 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 20 Scour
8 Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
09896 Vault Link
http://plansrv1/bridgemaintvault/b09896 GIS FO/SD
Meets Standards H Inv. Method
15.873 Latitude DD
36.30730278 Longitude DD
-95.53293889 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
10406 x
-10634678.1112197 y
4342988.56533174 |
|||||||||||||||||||||||||||||||||||||
| 09895 | 2532 0395 X | 9895 | Garvin | S.H. 76 | CREEK | 2532 0395 X | 3-8ft.X8ft.X38ft. RCBOX | 1942 | 34.56458889 | -97.51033056 | 28.871 | 40 | — | 3 | 0 | 2 | 40 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 81.3 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
10405 BRKEY
9895 NBI No.
9895 On Under
1 Structure No.
2532 0395 X Control No.
032 Lane Ind.
Milepoint
03950 Facility Carried
S.H. 76 Feature Intersected
CREEK Division
03 County
049 Location
3.9 MI N CARTER C/L Sufficiency
81.3 Kind Hwy
3 Level Service
1 Route No.
00076 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.73 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
1942 ADT Total
1300 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
28.871 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.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
5 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
36 HS Inv. Rating Method
1 HS Inv. Method
21.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2080 Future ADT Year
2042 Bypass Detour
22.990734 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
09895 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
3-8ft.X8ft.X38ft. RCBOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2532 0395 X H Index
89.246 Latitude
34:33:52.52 Longitude
-97:30:37.19 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 76 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
09895 Vault Link
http://plansrv1/bridgemaintvault/b09895 GIS FO/SD
Meets Standards H Inv. Method
13.8 Latitude DD
34.56458889 Longitude DD
-97.51033056 ODOT County Number
25 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
10405 x
-10854800.345023 y
4104866.81865243 |
|||||||||||||||||||||||||||||||||||||
| 09799 | 4040 3147 X | 9799 | Le Flore | S.H. 63 | GUM CREEK | 4040 3147 X | 60ft. WF-BEAM | 1941 | 34.64617222 | -94.53707222 | 61 | 31 | — | 1 | 0 | 2 | 26 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 85.7 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 430 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
10399 BRKEY
9799 NBI No.
9799 On Under
1 Structure No.
4040 3147 X Control No.
040 Lane Ind.
Milepoint
31470 Facility Carried
S.H. 63 Feature Intersected
GUM CREEK Division
02 County
079 Location
4.68 W AR S/L Sufficiency
85.7 Kind Hwy
3 Level Service
1 Route No.
00063 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
26 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
1941 ADT Total
430 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
1 Road Width
26 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
26 Span Type Main
M Material
3 - Steel Design
02 Length
61 Deck Width
31 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
6 Sub Rating
6 Chan. Rating
7 Culv. Rating
N 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
48 HS Inv. Rating Method
1 HS Inv. Method
29 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
688 Future ADT Year
2042 Bypass Detour
24.8 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
09799 ODOT County
40 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
60ft. WF-BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4040 3147 X H Index
95.9874 Latitude
34:38:46.22 Longitude
-94:32:13.46 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 63 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
154 NBI Text
09799 Vault Link
http://plansrv1/bridgemaintvault/b09799 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
34.64617222 Longitude DD
-94.53707222 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
10399 x
-10523818.7406173 y
4115900.71901672 |
|||||||||||||||||||||||||||||||||||||
| 09894 | 6610R0315 X | 9894 | Rogers | S.H. 20 | CREEK | 6610 0315 X | 2-11ft. conc slab spans. | 1942 | 36.30724167 | -95.56110556 | 23.95 | 32.808 | — | 2 | 0 | 2 | 29.856 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Closed (K) | 74.9 | Satisfactory (6) | Fair (5) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 11400 | 2004 | 5 | Unmatched |
|
Raw data
OBJECTID
10386 BRKEY
9894 NBI No.
9894 On Under
1 Structure No.
6610R0315 X Control No.
010 Lane Ind.
Milepoint
03150 Facility Carried
S.H. 20 Feature Intersected
CREEK Division
08 County
131 Location
3.3 MI E JCT SH 66 Sufficiency
74.9 Kind Hwy
3 Level Service
1 Route No.
00020 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
23.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1942 ADT Total
11400 ADT Year
2004 Design Load
H 15 Skew
0 No. Main Spans
2 Road Width
29.856 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
27.999 Span Type Main
M Material
1 - Concrete Design
01 Length
23.95 Deck Width
32.808 Bridge Open Closed
K TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
7 Deck Rating
5 Super Rating
6 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
0 HS Inv. Rating Method
1 HS Inv. Method
0 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
18240 Future ADT Year
2024 Bypass Detour
1.864114 School Bus Rte.
3 Posted Weight
CLOSED Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
0902 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
09894 ODOT County
66 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-11ft. conc slab spans. Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6610 0315 X H Index
71.2379 Latitude
36:18:26.07 Longitude
-95:33:39.98 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 20 Scour
8 Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
09894 Vault Link
http://plansrv1/bridgemaintvault/b09894 GIS FO/SD
Meets Standards H Inv. Method
0 Latitude DD
36.30724167 Longitude DD
-95.56110556 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
10386 x
-10637813.6105815 y
4342980.12367682 |
|||||||||||||||||||||||||||||||||||||
| 09893 | 1422 0176 X | 9893 | Cleveland | S.H. 39 | CREEK | 1422 0176 X | 2-10ft.X 6ft.X 76ft. RDY R.C.BOX WITH 4ft. ADDITIONAL CURTAIN WALLS | 1942 | 35.01479444 | -97.31229444 | 22.966 | 78.084 | — | 2 | 0 | 2 | 43.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 84 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 6100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
10385 BRKEY
9893 NBI No.
9893 On Under
1 Structure No.
1422 0176 X Control No.
022 Lane Ind.
Milepoint
01760 Facility Carried
S.H. 39 Feature Intersected
CREEK Division
03 County
027 Location
1.8 MI E JCT US77 Sufficiency
84 Kind Hwy
3 Level Service
1 Route No.
00039 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
43.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1942 ADT Total
6100 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
43.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
6 Appr. Roadway Width
43.999 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
78.084 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
9 Culv. Rating
7 Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
100 HS Inv. Rating Method
1 HS Inv. Method
99.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
9760 Future ADT Year
2042 Bypass Detour
65.243975 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
09893 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 6ft.X 76ft. RDY R.C.BOX WITH 4ft. ADDITIONAL CURTAIN WALLS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1422 0176 X H Index
97.2759 Latitude
35:00:53.26 Longitude
-97:18:44.26 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 39 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
09893 Vault Link
http://plansrv1/bridgemaintvault/b09893 GIS FO/SD
Meets Standards H Inv. Method
63.1 Latitude DD
35.01479444 Longitude DD
-97.31229444 ODOT County Number
14 Maint. Dist.
3 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
10385 x
-10832755.0649859 y
4165891.83116102 |
|||||||||||||||||||||||||||||||||||||
| 09798 | 4040 3130 X | 9798 | Le Flore | S.H. 63 | CREEK | 4040 3130 X | 60ft. WF-BEAM | 1941 | 34.64506944 | -94.53971944 | 61 | 31 | — | 1 | 0 | 2 | 26 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 84.7 | Satisfactory (6) | Fair (5) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 430 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
10380 BRKEY
9798 NBI No.
9798 On Under
1 Structure No.
4040 3130 X Control No.
040 Lane Ind.
Milepoint
31300 Facility Carried
S.H. 63 Feature Intersected
CREEK Division
02 County
079 Location
4.85 W AR S/L Sufficiency
84.7 Kind Hwy
3 Level Service
1 Route No.
00063 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
26 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
1941 ADT Total
430 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
1 Road Width
26 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
26 Span Type Main
M Material
3 - Steel Design
02 Length
61 Deck Width
31 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
6 Sub Rating
6 Chan. Rating
6 Culv. Rating
N 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
48 HS Inv. Rating Method
1 HS Inv. Method
29 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
688 Future ADT Year
2042 Bypass Detour
24.8 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
09798 ODOT County
40 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
60ft. WF-BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4040 3130 X H Index
89.4833 Latitude
34:38:42.25 Longitude
-94:32:22.99 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 63 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
152 NBI Text
09798 Vault Link
http://plansrv1/bridgemaintvault/b09798 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
34.64506944 Longitude DD
-94.53971944 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
10380 x
-10524113.4277997 y
4115751.4990096 |
|||||||||||||||||||||||||||||||||||||
| 09790 | 4040 1160 X | 9790 | Le Flore | S.H. 63 | DEAD MAN CREEK | 4040 1160 X | (12ft. - 14ft. - 12ft.) X 12ft. X 32ft. RCB SK 30° | 1941 | 34.695275 | -94.85876389 | 48.5 | 0 | — | 3 | 30 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 93.1 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
10354 BRKEY
9790 NBI No.
9790 On Under
1 Structure No.
4040 1160 X Control No.
040 Lane Ind.
Milepoint
11600 Facility Carried
S.H. 63 Feature Intersected
DEAD MAN CREEK Division
02 County
079 Location
11.60 E JCT US-271 Sufficiency
93.1 Kind Hwy
3 Level Service
1 Route No.
00063 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
32 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
1941 ADT Total
1100 ADT Year
2022 Design Load
H 20 Skew
30 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
28 Span Type Main
M Material
1 - Concrete Design
19 Length
48.5 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
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
1760 Future ADT Year
2042 Bypass Detour
44.7 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
09790 ODOT County
40 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(12ft. - 14ft. - 12ft.) X 12ft. X 32ft. RCB SK 30° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4040 1160 X H Index
96.5026 Latitude
34:41:42.99 Longitude
-94:51:31.55 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 63 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
125 NBI Text
09790 Vault Link
http://plansrv1/bridgemaintvault/b09790 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
34.695275 Longitude DD
-94.85876389 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
10354 x
-10559629.2935142 y
4122546.95610825 |
|||||||||||||||||||||||||||||||||||||
| 09789 | 3826 0897 X | 9789 | Kiowa | S.H. 54 | EAST OTTER CREEK | 3826 0897 X | 5-12ft. CONC. SLAB SPAN, EAST SIDE & 5- 10ft. X 8ft. R.C. BOX, WEST SIDE W/ HANDRAILS | 1941 | 34.76286667 | -98.86136667 | 59.055 | 42.001 | — | 5 | 0 | 2 | 40 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 86.9 | Fair (5) | Fair (5) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 460 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
10353 BRKEY
9789 NBI No.
9789 On Under
1 Structure No.
3826 0897 X Control No.
026 Lane Ind.
Milepoint
08970 Facility Carried
S.H. 54 Feature Intersected
EAST OTTER CREEK Division
05 County
075 Location
8.9 MI N U.S. 62 Sufficiency
86.9 Kind Hwy
3 Level Service
1 Route No.
00054 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 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
1941 ADT Total
460 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
5 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
FG Appr. Roadway Width
28.002 Span Type Main
M Material
1 - Concrete Design
01 Length
59.055 Deck Width
42.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
5 Sub Rating
5 Chan. Rating
7 Culv. Rating
N Structure Rating
5 Deck Geometry
8 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
96 HS Inv. Rating Method
1 HS Inv. Method
58 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
736 Future ADT Year
2042 Bypass Detour
26.09759 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
09789 ODOT County
38 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
5-12ft. CONC. SLAB SPAN, EAST SIDE & 5- 10ft. X 8ft. R.C. BOX, WEST SIDE W/ HANDRAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3826 0897 X H Index
68.1596 Latitude
34:45:46.32 Longitude
-98:51:40.92 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 54 Scour
8 Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
09789 Vault Link
http://plansrv1/bridgemaintvault/b09789 GIS FO/SD
Meets Standards H Inv. Method
32 Latitude DD
34.76286667 Longitude DD
-98.86136667 ODOT County Number
38 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
10353 x
-11005196.9968315 y
4131702.18457191 |
|||||||||||||||||||||||||||||||||||||
| 09788 | 4006 0418 X | 9788 | Le Flore | U.S. 59 | POLK CREEK | 4006 0418 X | (13ft. - 17ft. - 13ft.) X 12ft. X 60ft. RCB SK 30° | 1941 | 35.08446667 | -94.6299 | 54.301 | 0 | — | 3 | 30 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 49 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Fair (5) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 15700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
10352 BRKEY
9788 NBI No.
9788 On Under
1 Structure No.
4006 0418 X Control No.
006 Lane Ind.
Milepoint
04180 Facility Carried
U.S. 59 Feature Intersected
POLK CREEK Division
02 County
079 Location
4.18 N JCT US-271 Sufficiency
49 Kind Hwy
2 Level Service
1 Route No.
00059 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
46 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
1941 ADT Total
15700 ADT Year
2022 Design Load
H 20 Skew
30 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
FG Appr. Roadway Width
46.001 Span Type Main
M Material
1 - Concrete Design
19 Length
54.301 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
5 Structure Rating
5 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
41.5 HS Inv. Rating Method
1 HS Inv. Method
24.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
25120 Future ADT Year
2042 Bypass Detour
66.5 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
09788 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 60ft. RCB SK 30° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4006 0418 X H Index
89.1067 Latitude
35:05:04.08 Longitude
-94:37:47.64 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 59 Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
041 NBI Text
09788 Vault Link
http://plansrv1/bridgemaintvault/b09788 GIS FO/SD
Meets Standards H Inv. Method
13.8 Latitude DD
35.08446667 Longitude DD
-94.6299 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
10352 x
-10534152.2818184 y
4175365.75986506 |
|||||||||||||||||||||||||||||||||||||
| 10076 | 3524R0381 X | 10076 | Johnston | S.H. 99 | WASHITA RIVER | 3524 0381 X | 210ft. HI. TRUSS, 2-100ft. PONY TRUSS & 4-36ft. I-BM. SPANS | 1943 | 34.21986667 | -96.70162222 | 558.999 | 28.999 | — | 3 | 0 | 2 | 26.001 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Posted for load (P) | 5.8 | Serious (3) | Poor (4) | Poor (4) | Serious (3) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 2000 | 2014 | 5 | Unmatched |
|
Raw data
OBJECTID
10346 BRKEY
10076 NBI No.
10076 On Under
1 Structure No.
3524R0381 X Control No.
024 Lane Ind.
Milepoint
03810 Facility Carried
S.H. 99 Feature Intersected
WASHITA RIVER Division
03 County
069 Location
1.2 MI S JCT SH22 Sufficiency
5.8 Kind Hwy
3 Level Service
1 Route No.
00099 Service Type On
1 Service Type Off
5 Vertical Clearance
Y Horizontal Clearance
26.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1943 ADT Total
2000 ADT Year
2014 Design Load
H 15 Skew
0 No. Main Spans
3 Road Width
26.001 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
27.001 Span Type Main
M Material
3 - Steel Design
10 Length
558.999 Deck Width
28.999 Bridge Open Closed
P TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
4 Super Rating
4 Sub Rating
3 Chan. Rating
6 Culv. Rating
N Structure Rating
3 Deck Geometry
4 Underclearance
N Bridge Posting
0 Waterway Adequacy
3 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
0 HS Inv. Rating Method
1 HS Inv. Method
15.984 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3200 Future ADT Year
2034 Bypass Detour
18.019764 School Bus Rte.
3 Posted Weight
161616 Posted Speed Limit
65 Narrow or 1 Lane
-1 Advanced Warning Sign
N Existing Posting
1508 Max Measured Clearance
1601 Min Measured Clearance
16 NBI Rating
10076 ODOT County
35 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
0.499 Rt. Curb SW
0.499 Description
210ft. HI. TRUSS, 2-100ft. PONY TRUSS & 4-36ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
3524 0381 X H Index
63.7731 Latitude
34:13:11.52 Longitude
-96:42:05.84 I257A
1 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
S.H. 99 Scour
3 Design Structure
10 - Truss - Thru FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
10076 Vault Link
http://plansrv1/bridgemaintvault/b10076 GIS FO/SD
SD H Inv. Method
14.551 Latitude DD
34.21986667 Longitude DD
-96.70162222 ODOT County Number
35 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
10346 x
-10764775.3444139 y
4058363.09451675 |
|||||||||||||||||||||||||||||||||||||
| 10075 | 1642 0098 X | 10075 | Comanche | S.H. 49 | MEDICINE CREEK | 1642 0098 X | 6-60ft. I-BM. SPANS SK.45 DEG. WITH 2-3ft. SIDEWALKS | 1943 | 34.72282222 | -98.49725556 | 361.877 | 37.073 | — | 6 | 45 | 2 | 27.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 71.3 | Fair (5) | Good (7) | Very good (8) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
10345 BRKEY
10075 NBI No.
10075 On Under
1 Structure No.
1642 0098 X Control No.
042 Lane Ind.
Milepoint
00980 Facility Carried
S.H. 49 Feature Intersected
MEDICINE CREEK Division
07 County
031 Location
5.9 MI.W. JCT. US62 Sufficiency
71.3 Kind Hwy
3 Level Service
1 Route No.
00049 Service Type On
5 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
27.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1943 ADT Total
1200 ADT Year
2022 Design Load
H 20 Skew
45 No. Main Spans
6 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
27.999 Span Type Main
M Material
3 - Steel Design
02 Length
361.877 Deck Width
37.073 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
5 Chan. Rating
7 Culv. Rating
N Structure Rating
5 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
52 HS Inv. Rating Method
1 HS Inv. Method
31 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1920 Future ADT Year
2042 Bypass Detour
26.718961 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
10075 ODOT County
16 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
5 Lft. Curb SW
2.953 Rt. Curb SW
2.953 Description
6-60ft. I-BM. SPANS SK.45 DEG. WITH 2-3ft. SIDEWALKS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1642 0098 X H Index
93.1315 Latitude
34:43:22.16 Longitude
-98:29:50.12 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 49 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
078 NBI Text
10075 Vault Link
http://plansrv1/bridgemaintvault/b10075 GIS FO/SD
Meets Standards H Inv. Method
25 Latitude DD
34.72282222 Longitude DD
-98.49725556 ODOT County Number
16 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
10345 x
-10964664.3334741 y
4126277.29753666 |
|||||||||||||||||||||||||||||||||||||
| 10074 | 4310R1245 X | 10074 | Love | S.H. 32 | WILSON CREEK | 4310 1245 X | (7) 36ft. I-BEAM SPANS | 1943 | 33.983922 | -96.938656 | 252 | 31 | — | 7 | 0 | 2 | 28 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 66.2 | Fair (5) | Poor (4) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1400 | 2020 | 5 | Unmatched |
|
Raw data
OBJECTID
10326 BRKEY
10074 NBI No.
10074 On Under
1 Structure No.
4310R1245 X Control No.
010 Lane Ind.
Milepoint
12450 Facility Carried
S.H. 32 Feature Intersected
WILSON CREEK Division
07 County
085 Location
12.5 MI E JCT US77 Sufficiency
66.2 Kind Hwy
3 Level Service
1 Route No.
00032 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
28 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1943 ADT Total
1400 ADT Year
2020 Design Load
HS 20 Skew
0 No. Main Spans
7 Road Width
28 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
28 Span Type Main
M Material
3 - Steel Design
02 Length
252 Deck Width
31 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
4 Super Rating
5 Sub Rating
5 Chan. Rating
7 Culv. Rating
N Structure Rating
5 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
50.9 HS Inv. Rating Method
1 HS Inv. Method
30.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2240 Future ADT Year
2040 Bypass Detour
49.709695 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
- Max Measured Clearance
- Min Measured Clearance
- NBI Rating
10074 ODOT County
43 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
(7) 36ft. I-BEAM SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4310 1245 X H Index
57.8039 Latitude
33:59:02.12 Longitude
-96:56:19.16 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 32 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
026 NBI Text
10074 Vault Link
http://plansrv1/bridgemaintvault/b10074 GIS FO/SD
SD H Inv. Method
20.7 Latitude DD
33.983922 Longitude DD
-96.938656 ODOT County Number
43 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
10326 x
-10791161.8241043 y
4026643.34781394 |