ODOT On System Bridges NBI
Oklahoma Department of Transportation (ArcGIS / NBI)
National Bridge Inventory data published by the Oklahoma Department of Transportation, exported from their public ArcGIS service. Cross-referenced against existing bridges by structure number / NBI number.
| Match | |||||||||||||||||||||||||||||||||||||
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| 03972 | 1010 1033 X | 3972 | — | S.H. 7 | CREEK | 1010 1033 X | (4) 10ft. X 6ft. X 87ft. RCB SKEWED AT 1 END. | 1933 | 34.49228889 | -97.40190833 | 44.948 | 0 | — | 4 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 94 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 1900 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4464 BRKEY
3972 NBI No.
3972 On Under
1 Structure No.
1010 1033 X Control No.
010 Lane Ind.
Milepoint
10330 Facility Carried
S.H. 7 Feature Intersected
CREEK Division
07 County
019 Location
10.3 MI E STEPHENS C/L Sufficiency
94 Kind Hwy
3 Level Service
1 Route No.
00007 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
41.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1933 ADT Total
1900 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
4 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
40 Span Type Main
M Material
1 - Concrete Design
19 Length
44.948 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 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
178.2 HS Inv. Rating Method
1 HS Inv. Method
106.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3040 Future ADT Year
2042 Bypass Detour
41.010498 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
03972 ODOT County
10 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(4) 10ft. X 6ft. X 87ft. RCB SKEWED AT 1 END. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1010 1033 X H Index
99.6208 Latitude
34:29:32.24 Longitude
-97:24:06.87 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 7 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
026 NBI Text
03972 Vault Link
http://plansrv1/bridgemaintvault/b03972 GIS FO/SD
Meets Standards H Inv. Method
60.1 Latitude DD
34.49228889 Longitude DD
-97.40190833 ODOT County Number
10 Maint. Dist.
7 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
4464 x
-10842730.8375887 y
4095097.50438652 |
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| 03971 | 3304 0845 X | 3971 | — | U.S. 62 | CREEK | 3304 0845 X | 4-10ft.X10ft.X133ft. RDY. R.C.BOX | 1933 | 34.63745556 | -99.27332778 | 44.948 | 135 | — | 4 | 0 | 4 | 133.002 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 89.1 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 5900 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4463 BRKEY
3971 NBI No.
3971 On Under
1 Structure No.
3304 0845 X Control No.
004 Lane Ind.
Milepoint
08450 Facility Carried
U.S. 62 Feature Intersected
CREEK Division
05 County
065 Location
3.4 MI E JCT U.S. 283 Sufficiency
89.1 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
99.9 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1933 ADT Total
5900 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
4 Road Width
133.002 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
3 Appr. Roadway Width
78.002 Span Type Main
M Material
1 - Concrete Design
19 Length
44.948 Deck Width
135 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
7 Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
78.5 HS Inv. Rating Method
1 HS Inv. Method
47.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
9440 Future ADT Year
2042 Bypass Detour
19.883878 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
03971 ODOT County
33 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
4-10ft.X10ft.X133ft. RDY. R.C.BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3304 0845 X H Index
96.6579 Latitude
34:38:14.84 Longitude
-99:16:23.98 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 62 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03971 Vault Link
http://plansrv1/bridgemaintvault/b03971 GIS FO/SD
Meets Standards H Inv. Method
26.3 Latitude DD
34.63745556 Longitude DD
-99.27332778 ODOT County Number
33 Maint. Dist.
5 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
4463 x
-11051056.2978233 y
4114721.29940966 |
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| 03970 | 7114 0726 X | 3970 | — | S.H. 5 | CREEK | 7114 0726 X | 4-10ft.x4ft.x55ft. RDY. R.C.B. | 1933 | 34.391875 | -98.88953333 | 43.963 | 57.001 | — | 4 | 0 | 2 | 55 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 92.1 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1100 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4462 BRKEY
3970 NBI No.
3970 On Under
1 Structure No.
7114 0726 X Control No.
014 Lane Ind.
Milepoint
07260 Facility Carried
S.H. 5 Feature Intersected
CREEK Division
05 County
141 Location
7.4 MI E JCT U.S. 183 Sufficiency
92.1 Kind Hwy
3 Level Service
1 Route No.
00005 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
55 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1933 ADT Total
1100 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
4 Road Width
55 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
43.963 Deck Width
57.001 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
6 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
38.36 HS Inv. Rating Method
3 HS Inv. Method
29.542 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1760 Future ADT Year
2042 Bypass Detour
39.767756 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
03970 ODOT County
71 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
4-10ft.x4ft.x55ft. RDY. R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7114 0726 X H Index
67 Latitude
34:23:30.75 Longitude
-98:53:22.32 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 5 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03970 Vault Link
http://plansrv1/bridgemaintvault/b03970 GIS FO/SD
Meets Standards H Inv. Method
16.424 Latitude DD
34.391875 Longitude DD
-98.88953333 ODOT County Number
71 Maint. Dist.
5 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4462 x
-11008332.4950801 y
4081543.42583853 |
|||||||||||||||||||||||||||||||||||||
| 03969 | 2312 0706 X | 3969 | — | U.S. 283 | CREEK | 2312 0706 X | 3-10ft.X6ft.X61.1ft. RCB | 1933 | 36.24005278 | -99.88181111 | 46.001 | 43.002 | — | 3 | 45 | 2 | 41.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 87.8 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 2300 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4461 BRKEY
3969 NBI No.
3969 On Under
1 Structure No.
2312 0706 X Control No.
012 Lane Ind.
Milepoint
07060 Facility Carried
U.S. 283 Feature Intersected
CREEK Division
06 County
045 Location
7.2 MI N US60 Sufficiency
87.8 Kind Hwy
2 Level Service
1 Route No.
00283 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
41.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1933 ADT Total
2300 ADT Year
2022 Design Load
H 20 Skew
45 No. Main Spans
3 Road Width
41.001 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
46.001 Deck Width
43.002 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
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
105.2 HS Inv. Rating Method
1 HS Inv. Method
63.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3680 Future ADT Year
2042 Bypass Detour
51.000001 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
03969 ODOT County
23 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X6ft.X61.1ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2312 0706 X H Index
85.5991 Latitude
36:14:24.19 Longitude
-99:52:54.52 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 283 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03969 Vault Link
http://plansrv1/bridgemaintvault/b03969 GIS FO/SD
Meets Standards H Inv. Method
35 Latitude DD
36.24005278 Longitude DD
-99.88181111 ODOT County Number
23 Maint. Dist.
6 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
4461 x
-11118792.3522751 y
4333702.7367082 |
|||||||||||||||||||||||||||||||||||||
| 03968 | 3006 0652 X | 3968 | — | U.S. 183 | Sand CREEK | 3006 0652 X | (12ft.-14ft.-12ft.)X 12ft.X 48ft. R.C. BOX | 1933 | 36.67855556 | -99.64120556 | 41.995 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 92.7 | 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) | C | 1200 | 2022 | 2 | Unmatched |
|
Raw data
OBJECTID
4460 BRKEY
3968 NBI No.
3968 On Under
1 Structure No.
3006 0652 X Control No.
006 Lane Ind.
Milepoint
06520 Facility Carried
U.S. 183 Feature Intersected
Sand CREEK Division
06 County
059 Location
6.6 MI N WOODWARD CO Sufficiency
92.7 Kind Hwy
2 Level Service
1 Route No.
00183 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
1933 ADT Total
1200 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
5 Appr. Roadway Width
27.001 Span Type Main
M Material
1 - Concrete Design
19 Length
41.995 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
59.8 HS Inv. Rating Method
1 HS Inv. Method
35.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1920 Future ADT Year
2042 Bypass Detour
44.738726 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
_ Advanced Warning Sign
N Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
03968 ODOT County
30 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(12ft.-14ft.-12ft.)X 12ft.X 48ft. R.C. BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3006 0652 X H Index
63.7813 Latitude
36:40:42.8 Longitude
-99:38:28.34 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 183 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
2 Local Bridge ID
-1 NBI Text
03968 Vault Link
http://plansrv1/bridgemaintvault/b03968 GIS FO/SD
Meets Standards H Inv. Method
21.1 Latitude DD
36.67855556 Longitude DD
-99.64120556 ODOT County Number
30 Maint. Dist.
6 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
4460 x
-11092008.2649671 y
4394395.78788914 |
|||||||||||||||||||||||||||||||||||||
| 03967 | 5920R0620 X | 3967 | — | S.H. 99 | CARPENTER CREEK | 5920 0620 X | 40ft. I-BM. SPAN | 1933 | 36.251958 | -96.567922 | 41.201 | 32.999 | — | 1 | 0 | 2 | 30 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 64.5 | 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) | B | 1600 | 2020 | 4 | Unmatched |
|
Raw data
OBJECTID
4459 BRKEY
3967 NBI No.
3967 On Under
1 Structure No.
5920R0620 X Control No.
020 Lane Ind.
Milepoint
06200 Facility Carried
S.H. 99 Feature Intersected
CARPENTER CREEK Division
08 County
117 Location
6.2 MI N CREEK C/L Sufficiency
64.5 Kind Hwy
3 Level Service
1 Route No.
00099 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
1933 ADT Total
1600 ADT Year
2020 Design Load
H 20 Skew
0 No. Main Spans
1 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
26.001 Span Type Main
M Material
3 - Steel Design
02 Length
41.201 Deck Width
32.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
5 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
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
43.8 HS Inv. Rating Method
1 HS Inv. Method
26.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2560 Future ADT Year
2040 Bypass Detour
42.874612 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
03967 ODOT County
59 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
40ft. I-BM. SPAN Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5920 0620 X H Index
58.6552 Latitude
36:15:07.05 Longitude
-96:34:04.52 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 99 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03967 Vault Link
http://plansrv1/bridgemaintvault/b03967 GIS FO/SD
Meets Standards H Inv. Method
18.5 Latitude DD
36.251958 Longitude DD
-96.567922 ODOT County Number
59 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4459 x
-10749891.9040046 y
4335346.01795049 |
|||||||||||||||||||||||||||||||||||||
| 03876 | 3532 0810 X | 3876 | — | S.H. 99 | CREEK | 3532 0810 X | 2-10ft.X4ft.X38ft. RC BOX | 1933 | 34.47540556 | -96.63305278 | 22.966 | 23.999 | — | 2 | 0 | 2 | 23.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 74.1 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1200 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4458 BRKEY
3876 NBI No.
3876 On Under
1 Structure No.
3532 0810 X Control No.
032 Lane Ind.
Milepoint
08100 Facility Carried
S.H. 99 Feature Intersected
CREEK Division
03 County
069 Location
2.2 MI S PONTOTOC CO Sufficiency
74.1 Kind Hwy
3 Level Service
1 Route No.
00099 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1933 ADT Total
1200 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
33.999 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
23.999 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
8 Structure Rating
8 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
61.4 HS Inv. Rating Method
1 HS Inv. Method
36.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1920 Future ADT Year
2042 Bypass Detour
68.499826 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
03876 ODOT County
35 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X4ft.X38ft. RC BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3532 0810 X H Index
99.01 Latitude
34:28:31.46 Longitude
-96:37:58.99 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 99 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03876 Vault Link
http://plansrv1/bridgemaintvault/b03876 GIS FO/SD
Meets Standards H Inv. Method
20.5 Latitude DD
34.47540556 Longitude DD
-96.63305278 ODOT County Number
35 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4458 x
-10757142.2292691 y
4092817.41703303 |
|||||||||||||||||||||||||||||||||||||
| 03875 | 7702 0798 X | 3875 | — | U.S. 183 | CREEK | 7702 0798 X | 2-10ft.X 7ft.X 191ft. LG. R.C.BOX W/3ft. Drop Inlet | 1933 | 36.219103 | -99.085131 | 22.966 | 191 | — | 2 | 0 | 2 | 189 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 87 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 4300 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4457 BRKEY
3875 NBI No.
3875 On Under
1 Structure No.
7702 0798 X Control No.
002 Lane Ind.
Milepoint
07980 Facility Carried
U.S. 183 Feature Intersected
CREEK Division
06 County
153 Location
7.8 MI NW MAJOR C/L Sufficiency
87 Kind Hwy
2 Level Service
1 Route No.
00183 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
99.9 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1933 ADT Total
4300 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
189 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
50 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
191 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60.5 HS Inv. Rating Method
1 HS Inv. Method
36.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6880 Future ADT Year
2042 Bypass Detour
39.767756 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
03875 ODOT County
77 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 7ft.X 191ft. LG. R.C.BOX W/3ft. Drop Inlet Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7702 0798 X H Index
94.1569 Latitude
36:13:08.77 Longitude
-99:05:06.47 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 183 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
NBI Text
03875 Vault Link
http://plansrv1/bridgemaintvault/b03875 GIS FO/SD
Meets Standards H Inv. Method
20.2 Latitude DD
36.219103 Longitude DD
-99.085131 ODOT County Number
77 Maint. Dist.
6 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
4457 x
-11030106.3281048 y
4330811.63957612 |
|||||||||||||||||||||||||||||||||||||
| 03874 | 2504 0798 X | 3874 | — | S.H. 7 | WHISKEY CREEK | 2504 0798 X | 3-8ft. X 7ft. X 118ft.R.C. BOX | 1933 | 34.520978 | -97.215464 | 26 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 91.7 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 3300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
4456 BRKEY
3874 NBI No.
3874 On Under
1 Structure No.
2504 0798 X Control No.
004 Lane Ind.
Milepoint
07980 Facility Carried
S.H. 7 Feature Intersected
WHISKEY CREEK Division
07 County
099 Location
8.1 MI NE MURRAY C/L Sufficiency
91.7 Kind Hwy
3 Level Service
1 Route No.
00007 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
99.9 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1933 ADT Total
3300 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
5 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
26 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
90.9 HS Inv. Rating Method
1 HS Inv. Method
54.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5280 Future ADT Year
2042 Bypass Detour
32.932673 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
03874 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. X 7ft. X 118ft.R.C. BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2504 0798 X H Index
98.6249 Latitude
34:31:15.52 Longitude
-97:12:55.67 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 7 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
39-25 NBI Text
03874 Vault Link
http://plansrv1/bridgemaintvault/b03874 GIS FO/SD
Meets Standards H Inv. Method
41.5 Latitude DD
34.520978 Longitude DD
-97.215464 ODOT County Number
50 Maint. Dist.
7 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
4456 x
-10821975.9497118 y
4098973.01688361 |
|||||||||||||||||||||||||||||||||||||
| 03873 | 5734 0795 X | 3873 | — | S.H. 99 | CREEK | 5734 0795 X | 2-8ft. X 8ft. X 38ft. R.C. BOX SK. 45 DEG. | 1933 | 36.8454 | -96.24863333 | 26.903 | 0 | — | 2 | 45 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 95.6 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 500 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4455 BRKEY
3873 NBI No.
3873 On Under
1 Structure No.
5734 0795 X Control No.
034 Lane Ind.
Milepoint
07950 Facility Carried
S.H. 99 Feature Intersected
CREEK Division
08 County
113 Location
7.5 MI. N. JCT. US60 Sufficiency
95.6 Kind Hwy
3 Level Service
1 Route No.
00099 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
23.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1933 ADT Total
500 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
23.999 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
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
86.6 HS Inv. Rating Method
1 HS Inv. Method
51.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
800 Future ADT Year
2042 Bypass Detour
34.175415 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
N Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
03873 ODOT County
57 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-8ft. X 8ft. X 38ft. R.C. BOX SK. 45 DEG. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5734 0795 X H Index
67 Latitude
36:50:43.44 Longitude
-96:14:55.08 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 99 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03873 Vault Link
http://plansrv1/bridgemaintvault/b03873 GIS FO/SD
Meets Standards H Inv. Method
28.8 Latitude DD
36.8454 Longitude DD
-96.24863333 ODOT County Number
57 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4455 x
-10714348.8518441 y
4417579.3932891 |
|||||||||||||||||||||||||||||||||||||
| 03872 | 2504 0782 X | 3872 | — | S.H. 7 | CREEK | 2504 0782 X | 2-10ft. X 5ft. X 96ft. R.C. BOX | 1933 | 34.5211 | -97.218236 | 21.8 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 91.7 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 3300 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4454 BRKEY
3872 NBI No.
3872 On Under
1 Structure No.
2504 0782 X Control No.
004 Lane Ind.
Milepoint
07820 Facility Carried
S.H. 7 Feature Intersected
CREEK Division
07 County
099 Location
7.9 MI NE MURRAY C/L Sufficiency
91.7 Kind Hwy
3 Level Service
1 Route No.
00007 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1933 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
21.8 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
99.9 HS Inv. Rating Method
1 HS Inv. Method
95.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5280 Future ADT Year
2042 Bypass Detour
32.932673 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
03872 ODOT County
25 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft. X 5ft. X 96ft. R.C. BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2504 0782 X H Index
98.6391 Latitude
34:31:15.96 Longitude
-97:13:05.65 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 7 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
38-25 NBI Text
03872 Vault Link
http://plansrv1/bridgemaintvault/b03872 GIS FO/SD
Meets Standards H Inv. Method
53 Latitude DD
34.5211 Longitude DD
-97.218236 ODOT County Number
50 Maint. Dist.
7 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
4454 x
-10822284.5273403 y
4098989.50029024 |
|||||||||||||||||||||||||||||||||||||
| 03871 | 4128 0760 X | 3871 | — | U.S. 377 / S.H. 99 | CREEK | 4128 0760 X | 2-10ft.X 10ft.X 155ft. RDY R.C. BOX W/ APRONS | 1933 | 35.59091667 | -96.66283056 | 22.966 | 23.999 | — | 2 | 0 | 4 | 23.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 70.6 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 2700 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4453 BRKEY
3871 NBI No.
3871 On Under
1 Structure No.
4128 0760 X Control No.
028 Lane Ind.
Milepoint
07600 Facility Carried
U.S. 377 / S.H. 99 Feature Intersected
CREEK Division
03 County
081 Location
7.7 MI N JCT US 62 Sufficiency
70.6 Kind Hwy
2 Level Service
1 Route No.
00377 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1933 ADT Total
2700 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
FG Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
23.999 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
6 Structure Rating
6 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.053 HS Inv. Rating Method
1 HS Inv. Method
36.046 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4320 Future ADT Year
2042 Bypass Detour
39.146385 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
03871 ODOT County
41 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 10ft.X 155ft. RDY R.C. BOX W/ APRONS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4128 0760 X H Index
97.2323 Latitude
35:35:27.3 Longitude
-96:39:46.19 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 377 / S.H. 99 Scour
7 Design Structure
19 - Culvert FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03871 Vault Link
http://plansrv1/bridgemaintvault/b03871 GIS FO/SD
FO H Inv. Method
19.952 Latitude DD
35.59091667 Longitude DD
-96.66283056 ODOT County Number
41 Maint. Dist.
3 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
4453 x
-10760457.0765757 y
4244477.15613701 |
|||||||||||||||||||||||||||||||||||||
| 03780 | 2714R1266 X | 3780 | — | S.H. 11 | DEER CREEK | 2714R1266 X | 100ft. TRUSS, 2-36ft. I-BM. SPANS SK. 53 DEG. 18ft.05ft. | 1932 | 36.81 | -97.50333333 | 179.134 | 25 | — | 1 | 37 | 2 | 23.999 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 26.5 | Poor (4) | Critical (2) | Poor (4) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1310 | 1999 | 4 | Unmatched |
|
Raw data
OBJECTID
4452 BRKEY
3780 NBI No.
3780 On Under
1 Structure No.
2714R1266 X Control No.
014 Lane Ind.
Milepoint
12660 Facility Carried
S.H. 11 Feature Intersected
DEER CREEK Division
04 County
053 Location
12.8 MI E JCT US 81 Sufficiency
26.5 Kind Hwy
3 Level Service
1 Route No.
00011 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
1932 ADT Total
1310 ADT Year
1999 Design Load
H 20 Skew
37 No. Main Spans
1 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
32.001 Span Type Main
M Material
3 - Steel Design
10 Length
179.134 Deck Width
25 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
9 Deck Rating
2 Super Rating
4 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
24.802 HS Inv. Rating Method
2 HS Inv. Method
24.802 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
1700 Future ADT Year
2017 Bypass Detour
44.117354 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
03780 ODOT County
27 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.001 Rt. Curb SW
1.001 Description
100ft. TRUSS, 2-36ft. I-BM. SPANS SK. 53 DEG. 18ft.05ft. Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
2714R1266 X H Index
100 Latitude
36:48:36 Longitude
-97:30:12 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
S.H. 11 Scour
3 Design Structure
10 - Truss - Thru FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03780 Vault Link
http://plansrv1/bridgemaintvault/b03780 GIS FO/SD
SD H Inv. Method
19.842 Latitude DD
36.81 Longitude DD
-97.50333333 ODOT County Number
27 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4452 x
-10854021.4169424 y
4412656.22371079 |
|||||||||||||||||||||||||||||||||||||
| 03779 | 3906R1480 X | 3779 | — | S.H. 2 | GAINES CREEK | 3906 1480 X | 100ft. PONY TRUSS, 26ft. | 1932 | 34.83035 | -95.31037778 | 163.058 | 22.999 | — | 1 | 0 | 2 | 22.001 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Closed (K) | 6 | Failed (0) | Fair (5) | Fair (5) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1100 | 2008 | 4 | Unmatched |
|
Raw data
OBJECTID
4451 BRKEY
3779 NBI No.
3779 On Under
1 Structure No.
3906R1480 X Control No.
006 Lane Ind.
Milepoint
14800 Facility Carried
S.H. 2 Feature Intersected
GAINES CREEK Division
02 County
077 Location
14.5 MI N PUSH. C/L Sufficiency
6 Kind Hwy
3 Level Service
1 Route No.
00002 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
22.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1932 ADT Total
1100 ADT Year
2008 Design Load
H 15 Skew
0 No. Main Spans
1 Road Width
22.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
30 Span Type Main
M Material
3 - Steel Design
10 Length
163.058 Deck Width
22.999 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
5 Super Rating
5 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
0 Deck Geometry
3 Underclearance
N Bridge Posting
0 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
0 HS Inv. Rating Method
1 HS Inv. Method
0 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1760 Future ADT Year
2028 Bypass Detour
31.689931 School Bus Rte.
3 Posted Weight
CLOSED Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
03779 ODOT County
39 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
100ft. PONY TRUSS, 26ft. Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
3906 1480 X H Index
70.0941 Latitude
34:49:49.26 Longitude
-95:18:37.36 I257A
_ I257B
_ I257C
_ I257D
1 I257E
0 I263
0 Roadway Name
S.H. 2 Scour
8 Design Structure
10 - Truss - Thru FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
023 NBI Text
03779 Vault Link
http://plansrv1/bridgemaintvault/b03779 GIS FO/SD
Meets Standards H Inv. Method
0 Latitude DD
34.83035 Longitude DD
-95.31037778 ODOT County Number
39 Maint. Dist.
2 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4451 x
-10609902.7217841 y
4140850.21961895 |
|||||||||||||||||||||||||||||||||||||
| 03778 | 4106R0372 X | 3778 | — | S.H. 66 | CAPTAIN CREEK | 4106R0372 X | 80ft.PTRUSS2-40ft.IBM | 1932 | 35.68166667 | -97.08 | 166.995 | 25 | — | 1 | 59 | 2 | 23.999 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Posted for load (P) | 9.4 | Poor (4) | Critical (2) | Poor (4) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2200 | 2002 | 4 | Unmatched |
|
Raw data
OBJECTID
4450 BRKEY
3778 NBI No.
3778 On Under
1 Structure No.
4106R0372 X Control No.
006 Lane Ind.
Milepoint
03720 Facility Carried
S.H. 66 Feature Intersected
CAPTAIN CREEK Division
03 County
081 Location
3.7 MI E OKLA. C/L Sufficiency
9.4 Kind Hwy
3 Level Service
1 Route No.
00066 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1932 ADT Total
2200 ADT Year
2002 Design Load
H 20 Skew
59 No. Main Spans
1 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
33.999 Span Type Main
M Material
3 - Steel Design
10 Length
166.995 Deck Width
25 Bridge Open Closed
P TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
6 Deck Rating
2 Super Rating
4 Sub Rating
5 Chan. Rating
5 Culv. Rating
N Structure Rating
4 Deck Geometry
2 Underclearance
N Bridge Posting
4 Waterway Adequacy
5 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
24.03 HS Inv. Rating Method
2 HS Inv. Method
14.22 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
3520 Future ADT Year
2022 Bypass Detour
3.728227 School Bus Rte.
3 Posted Weight
213245 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
03778 ODOT County
41 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
80ft.PTRUSS2-40ft.IBM Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4106R0372 X H Index
49.3235 Latitude
35:40:54 Longitude
-97:04:48 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
S.H. 66 Scour
8 Design Structure
10 - Truss - Thru FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03778 Vault Link
http://plansrv1/bridgemaintvault/b03778 GIS FO/SD
SD H Inv. Method
19.842 Latitude DD
35.68166667 Longitude DD
-97.08 ODOT County Number
41 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
4450 x
-10806896.166211 y
4256907.14224895 |
|||||||||||||||||||||||||||||||||||||
| 03777 | 6512R1744 X | 3777 | — | S.H. 33 | WHITE SHIELD CREEK | 6512 1744 X | 5-30ft. I-BEAM SPANS W/ TIMBER PILES | 1932 | 35.63881944 | -99.38419722 | 149.934 | 25 | — | 5 | 0 | 2 | 22.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 49 | Poor (4) | Fair (5) | Fair (5) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1400 | 2008 | 4 | Unmatched |
|
Raw data
OBJECTID
4449 BRKEY
3777 NBI No.
3777 On Under
1 Structure No.
6512R1744 X Control No.
012 Lane Ind.
Milepoint
17440 Facility Carried
S.H. 33 Feature Intersected
WHITE SHIELD CREEK Division
05 County
129 Location
0.3 MI W JCT S.H. 34 Sufficiency
49 Kind Hwy
3 Level Service
1 Route No.
00033 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
22.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1932 ADT Total
1400 ADT Year
2008 Design Load
H 20 Skew
0 No. Main Spans
5 Road Width
22.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
25 Span Type Main
M Material
3 - Steel Design
02 Length
149.934 Deck Width
25 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
7 Deck Rating
5 Super Rating
5 Sub Rating
4 Chan. Rating
5 Culv. Rating
N Structure Rating
4 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
51.478 HS Inv. Rating Method
1 HS Inv. Method
30.865 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2240 Future ADT Year
2028 Bypass Detour
3.728227 School Bus Rte.
2 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
Y2 Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
03777 ODOT County
65 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
5-30ft. I-BEAM SPANS W/ TIMBER PILES Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6512 1744 X H Index
45.5869 Latitude
35:38:19.75 Longitude
-99:23:03.11 I257A
_ I257B
_ I257C
_ I257D
1 I257E
1 I263
0 Roadway Name
S.H. 33 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03777 Vault Link
http://plansrv1/bridgemaintvault/b03777 GIS FO/SD
SD H Inv. Method
19.29 Latitude DD
35.63881944 Longitude DD
-99.38419722 ODOT County Number
65 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
4449 x
-11063398.2274287 y
4251036.61786513 |
|||||||||||||||||||||||||||||||||||||
| 03776 | 1624R0669 X | 3776 | — | S.H. 17 | WHISKEY CREEK | 1624 0669 X | 5-30ft. I-BM. SPANS | 1932 | 34.75363611 | -98.18782778 | 149.934 | 23.622 | — | 5 | 0 | 2 | 22.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 37 | Poor (4) | Satisfactory (6) | Poor (4) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1800 | 2012 | 4 | Unmatched |
|
Raw data
OBJECTID
4448 BRKEY
3776 NBI No.
3776 On Under
1 Structure No.
1624R0669 X Control No.
024 Lane Ind.
Milepoint
06690 Facility Carried
S.H. 17 Feature Intersected
WHISKEY CREEK Division
07 County
031 Location
0.6 MI.W. JCT. SH65 Sufficiency
37 Kind Hwy
3 Level Service
1 Route No.
00017 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
22.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1932 ADT Total
1800 ADT Year
2012 Design Load
H 20 Skew
0 No. Main Spans
5 Road Width
22.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
23.999 Span Type Main
M Material
3 - Steel Design
02 Length
149.934 Deck Width
23.622 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
4 Sub Rating
5 Chan. Rating
5 Culv. Rating
N Structure Rating
4 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49.714 HS Inv. Rating Method
1 HS Inv. Method
29.762 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2880 Future ADT Year
2032 Bypass Detour
39.146385 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
03776 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
6 Lft. Curb SW
0.984 Rt. Curb SW
0.984 Description
5-30ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1624 0669 X H Index
79.114 Latitude
34:45:13.09 Longitude
-98:11:16.18 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 17 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
64 NBI Text
03776 Vault Link
http://plansrv1/bridgemaintvault/b03776 GIS FO/SD
SD H Inv. Method
18.629 Latitude DD
34.75363611 Longitude DD
-98.18782778 ODOT County Number
16 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
4448 x
-10930218.9905672 y
4130451.47228647 |
|||||||||||||||||||||||||||||||||||||
| 03775 | 2022R0202 X | 3775 | — | S.H. 34 | WASHITA RIVER | 2022R0202 X | 80ft. PONY TRUSS & 2-36ft. I-Bm., NEW BRIDGE UNDER CONTRUCTION. | 1932 | 35.66828333 | -99.37679722 | 152.887 | 22.999 | — | 1 | 0 | 2 | 22.001 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 2 | Failed (0) | Imminent failure (1) | Imminent failure (1) | Imminent failure (1) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1220 | 1999 | 4 | Unmatched |
|
Raw data
OBJECTID
4447 BRKEY
3775 NBI No.
3775 On Under
1 Structure No.
2022R0202 X Control No.
022 Lane Ind.
Milepoint
02020 Facility Carried
S.H. 34 Feature Intersected
WASHITA RIVER Division
05 County
039 Location
1.9 MI N JCT SH 33 Sufficiency
2 Kind Hwy
3 Level Service
1 Route No.
00034 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
22.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1932 ADT Total
1220 ADT Year
1999 Design Load
H 20 Skew
0 No. Main Spans
1 Road Width
22.001 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
36.001 Span Type Main
M Material
3 - Steel Design
10 Length
152.887 Deck Width
22.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
9 Deck Rating
1 Super Rating
1 Sub Rating
1 Chan. Rating
0 Culv. Rating
N Structure Rating
0 Deck Geometry
3 Underclearance
N Bridge Posting
0 Waterway Adequacy
N Approach Alignment
N 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
1300 Future ADT Year
2017 Bypass Detour
47.22421 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
03775 ODOT County
20 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.001 Rt. Curb SW
1.001 Description
80ft. PONY TRUSS & 2-36ft. I-Bm., NEW BRIDGE UNDER CONTRUCTION. Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
2022R0202 X H Index
100 Latitude
35:40:05.82 Longitude
-99:22:36.47 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 34 Scour
8 Design Structure
10 - Truss - Thru FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03775 Vault Link
http://plansrv1/bridgemaintvault/b03775 GIS FO/SD
SD H Inv. Method
0 Latitude DD
35.66828333 Longitude DD
-99.37679722 ODOT County Number
20 Maint. Dist.
5 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4447 x
-11062574.4631968 y
4255073.14456526 |
|||||||||||||||||||||||||||||||||||||
| 04068 | 1724R0877 X | 4068 | — | S.H. 53 | BEAVER CREEK O'FLOW | 1724 0877 X | 10-30ft. I-BM SPANS | 1933 | 34.36222222 | -98.15944444 | 300.899 | 25.499 | — | 10 | 0 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Closed (K) | 31.4 | Poor (4) | Poor (4) | Poor (4) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1200 | 2010 | 4 | Unmatched |
|
Raw data
OBJECTID
4446 BRKEY
4068 NBI No.
4068 On Under
1 Structure No.
1724R0877 X Control No.
024 Lane Ind.
Milepoint
08770 Facility Carried
S.H. 53 Feature Intersected
BEAVER CREEK O'FLOW Division
07 County
033 Location
8.7 MI E JCT SH 5 Sufficiency
31.4 Kind Hwy
3 Level Service
1 Route No.
00053 Service Type On
1 Service Type Off
9 Vertical Clearance
N Horizontal Clearance
23.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1933 ADT Total
1200 ADT Year
2010 Design Load
H 20 Skew
0 No. Main Spans
10 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
37.999 Span Type Main
M Material
3 - Steel Design
02 Length
300.899 Deck Width
25.499 Bridge Open Closed
K TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
4 Super Rating
4 Sub Rating
4 Chan. Rating
7 Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
N Bridge Posting
3 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
36.046 HS Inv. Rating Method
1 HS Inv. Method
21.054 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1920 Future ADT Year
2030 Bypass Detour
16.8 School Bus Rte.
3 Posted Weight
163040 Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
0000 Max Measured Clearance
0000 Min Measured Clearance
0000 NBI Rating
04068 ODOT County
17 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
1.001 Rt. Curb SW
1.001 Description
10-30ft. I-BM SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1724 0877 X H Index
70.2627 Latitude
34:21:44 Longitude
-98:09:34 I257A
1 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
_ Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
67 NBI Text
04068 Vault Link
http://plansrv1/bridgemaintvault/b04068 GIS FO/SD
SD H Inv. Method
12.015 Latitude DD
34.36222222 Longitude DD
-98.15944444 ODOT County Number
17 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4446 x
-10927059.3716114 y
4077543.94264224 |
|||||||||||||||||||||||||||||||||||||
| 04067 | 3410R0544 X | 4067 | — | S.H. 5 | BEAVER CREEK O'FLOW | 3410 0544 X | 10 - 30ft. I-beam spans | 1933 | 34.21666667 | -98.05166667 | 299.869 | 23.799 | — | 10 | 0 | 2 | 22.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 50.5 | Poor (4) | Satisfactory (6) | Poor (4) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 550 | 2007 | 4 | Unmatched |
|
Raw data
OBJECTID
4445 BRKEY
4067 NBI No.
4067 On Under
1 Structure No.
3410R0544 X Control No.
010 Lane Ind.
Milepoint
05440 Facility Carried
S.H. 5 Feature Intersected
BEAVER CREEK O'FLOW Division
07 County
067 Location
5.4 MI E COTTON C/L Sufficiency
50.5 Kind Hwy
3 Level Service
1 Route No.
00005 Service Type On
1 Service Type Off
9 Vertical Clearance
N Horizontal Clearance
22.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1933 ADT Total
550 ADT Year
2007 Design Load
H 20 Skew
0 No. Main Spans
10 Road Width
22.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
22.001 Span Type Main
M Material
3 - Steel Design
02 Length
299.869 Deck Width
23.799 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
6 Super Rating
4 Sub Rating
4 Chan. Rating
8 Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
53.462 HS Inv. Rating Method
1 HS Inv. Method
32.077 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
880 Future ADT Year
2027 Bypass Detour
22.990734 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
04067 ODOT County
34 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
10 - 30ft. I-beam spans Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
3410 0544 X H Index
59.8108 Latitude
34:13:00 Longitude
-98:03:06 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 5 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
039 NBI Text
04067 Vault Link
http://plansrv1/bridgemaintvault/b04067 GIS FO/SD
SD H Inv. Method
20.062 Latitude DD
34.21666667 Longitude DD
-98.05166667 ODOT County Number
34 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
4445 x
-10915061.6051362 y
4057932.30264758 |
|||||||||||||||||||||||||||||||||||||
| 04066 | 3532R0658 X | 4066 | — | S.H. 99 | BLUE RIVER | 3532 0658 X | 160ft. HI TRUSS50ft.60ft.I | 1933 | 34.45404722 | -96.63591667 | 274.934 | 22.999 | — | 1 | 0 | 2 | 22.001 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Closed (K) | 2 | Failed (0) | Failed (0) | Failed (0) | Failed (0) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1000 | 2007 | 4 | Unmatched |
|
Raw data
OBJECTID
4444 BRKEY
4066 NBI No.
4066 On Under
1 Structure No.
3532R0658 X Control No.
032 Lane Ind.
Milepoint
06580 Facility Carried
S.H. 99 Feature Intersected
BLUE RIVER Division
03 County
069 Location
3.8 MI S PONTOTOC CO Sufficiency
2 Kind Hwy
3 Level Service
1 Route No.
00099 Service Type On
1 Service Type Off
5 Vertical Clearance
Y Horizontal Clearance
22.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1933 ADT Total
1000 ADT Year
2007 Design Load
H 15 Skew
0 No. Main Spans
1 Road Width
22.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
33.999 Span Type Main
M Material
3 - Steel Design
10 Length
274.934 Deck Width
22.999 Bridge Open Closed
K TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
6 Deck Rating
0 Super Rating
0 Sub Rating
0 Chan. Rating
0 Culv. Rating
N Structure Rating
0 Deck Geometry
4 Underclearance
N Bridge Posting
3 Waterway Adequacy
0 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
27.007 HS Inv. Rating Method
1 HS Inv. Method
16.204 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1600 Future ADT Year
2027 Bypass Detour
44.738726 School Bus Rte.
3 Posted Weight
CLOSED Posted Speed Limit
NR Narrow or 1 Lane
Y Advanced Warning Sign
Y Existing Posting
-1 Max Measured Clearance
15.6 Min Measured Clearance
15.1 NBI Rating
04066 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 Rt. Curb SW
0 Description
160ft. HI TRUSS50ft.60ft.I Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
3532 0658 X H Index
0.0394 Latitude
34:27:14.57 Longitude
-96:38:09.3 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
S.H. 99 Scour
U Design Structure
10 - Truss - Thru FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
04066 Vault Link
http://plansrv1/bridgemaintvault/b04066 GIS FO/SD
Meets Standards H Inv. Method
12.125 Latitude DD
34.45404722 Longitude DD
-96.63591667 ODOT County Number
35 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4444 x
-10757461.0360456 y
4089933.64211737 |
|||||||||||||||||||||||||||||||||||||
| 04065 | 3506R0250 X | 4065 | — | S.H. 7 | BLUE RIVER | 3506 0250 X | 140ft. HT, 2-60 IMB | 1933 | 34.36132778 | -96.58956389 | 265.092 | 22.966 | — | 1 | 0 | 2 | 21.982 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Posted for load (P) | 52.3 | Fair (5) | Satisfactory (6) | Satisfactory (6) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 990 | 2007 | 4 | Unmatched |
|
Raw data
OBJECTID
4443 BRKEY
4065 NBI No.
4065 On Under
1 Structure No.
3506R0250 X Control No.
006 Lane Ind.
Milepoint
02500 Facility Carried
S.H. 7 Feature Intersected
BLUE RIVER Division
03 County
069 Location
2.5 MI E JCT SH99 Sufficiency
52.3 Kind Hwy
3 Level Service
1 Route No.
00007 Service Type On
1 Service Type Off
5 Vertical Clearance
Y Horizontal Clearance
21.982 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1933 ADT Total
990 ADT Year
2007 Design Load
H 15 Skew
0 No. Main Spans
1 Road Width
21.982 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
23.95 Span Type Main
M Material
3 - Steel Design
10 Length
265.092 Deck Width
22.966 Bridge Open Closed
P TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
6 Deck Rating
6 Super Rating
6 Sub Rating
7 Chan. Rating
8 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
33.951 HS Inv. Rating Method
1 HS Inv. Method
20.393 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1584 Future ADT Year
2027 Bypass Detour
57.166149 School Bus Rte.
3 Posted Weight
233445 Posted Speed Limit
NR Narrow or 1 Lane
Y Advanced Warning Sign
Y Existing Posting
-1 Max Measured Clearance
15.6 Min Measured Clearance
15.1 NBI Rating
04065 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
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
140ft. HT, 2-60 IMB Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
3506 0250 X H Index
73.2627 Latitude
34:21:40.78 Longitude
-96:35:22.43 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 7 Scour
8 Design Structure
10 - Truss - Thru FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
04065 Vault Link
http://plansrv1/bridgemaintvault/b04065 GIS FO/SD
Meets Standards H Inv. Method
15.212 Latitude DD
34.36132778 Longitude DD
-96.58956389 ODOT County Number
35 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
4443 x
-10752301.0681792 y
4077423.3250973 |
|||||||||||||||||||||||||||||||||||||
| 04064 | 4112R1021 X | 4064 | — | S.H. 18 | DEEP FORK RIVER O'FLOW | 4112 1021 X | 7-36ft. I-BM SPANS | 1933 | 35.65 | -96.88833333 | 252.953 | 26.903 | — | 7 | 0 | 2 | 23.95 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 21.9 | Poor (4) | Serious (3) | Poor (4) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2900 | 2004 | 4 | Unmatched |
|
Raw data
OBJECTID
4442 BRKEY
4064 NBI No.
4064 On Under
1 Structure No.
4112R1021 X Control No.
012 Lane Ind.
Milepoint
10210 Facility Carried
S.H. 18 Feature Intersected
DEEP FORK RIVER O'FLOW Division
03 County
081 Location
10.3 MI N JCT US 62 Sufficiency
21.9 Kind Hwy
3 Level Service
1 Route No.
00018 Service Type On
1 Service Type Off
9 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
1933 ADT Total
2900 ADT Year
2004 Design Load
H 20 Skew
0 No. Main Spans
7 Road Width
23.95 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
26.001 Span Type Main
M Material
3 - Steel Design
02 Length
252.953 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.
6 Deck Rating
3 Super Rating
4 Sub Rating
6 Chan. Rating
3 Culv. Rating
N Structure Rating
4 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
3 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
49.824 HS Inv. Rating Method
1 HS Inv. Method
24.802 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4640 Future ADT Year
2024 Bypass Detour
26.09759 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
Y Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
04064 ODOT County
41 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
7-36ft. I-BM SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4112 1021 X H Index
80.9424 Latitude
35:39:00 Longitude
-96:53:18 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 18 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
04064 Vault Link
http://plansrv1/bridgemaintvault/b04064 GIS FO/SD
SD H Inv. Method
-1 Latitude DD
35.65 Longitude DD
-96.88833333 ODOT County Number
41 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
4442 x
-10785559.9301046 y
4252568.16933001 |
|||||||||||||||||||||||||||||||||||||
| 04063 | 1724R0864 X | 4063 | — | S.H. 53 | BEAVER CREEK | 1724 0864 X | 100ft. TRUSS | 1933 | 34.36224722 | -98.16195278 | 255 | 25 | — | 1 | 0 | 2 | 23.999 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 36.6 | Poor (4) | Poor (4) | Poor (4) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1200 | 2010 | 4 | Unmatched |
|
Raw data
OBJECTID
4441 BRKEY
4063 NBI No.
4063 On Under
1 Structure No.
1724R0864 X Control No.
024 Lane Ind.
Milepoint
08640 Facility Carried
S.H. 53 Feature Intersected
BEAVER CREEK Division
07 County
033 Location
8.6 MI E JCT SH 5 Sufficiency
36.6 Kind Hwy
3 Level Service
1 Route No.
00053 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
23.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1933 ADT Total
1200 ADT Year
2010 Design Load
H 15 Skew
0 No. Main Spans
1 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
37.999 Span Type Main
M Material
3 - Steel Design
10 Length
255 Deck Width
25 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
4 Super Rating
4 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
38.471 HS Inv. Rating Method
1 HS Inv. Method
23.81 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1920 Future ADT Year
2030 Bypass Detour
16.777022 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
-1 Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
04063 ODOT County
17 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
100ft. TRUSS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1724 0864 X H Index
57.2809 Latitude
34:21:44.09 Longitude
-98:09:43.03 I257A
1 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
_ Scour
6 Design Structure
10 - Truss - Thru FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
80 NBI Text
04063 Vault Link
http://plansrv1/bridgemaintvault/b04063 GIS FO/SD
SD H Inv. Method
15.984 Latitude DD
34.36224722 Longitude DD
-98.16195278 ODOT County Number
17 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4441 x
-10927338.598743 y
4077547.31397533 |
|||||||||||||||||||||||||||||||||||||
| 03966 | 3506 0550 X | 3966 | — | S.H. 7 | CREEK | 3506 0550 X | 3-10ft.X8ft.X35ft. RC BOX | 1933 | 34.36131389 | -96.53971944 | 44.948 | 23.999 | — | 3 | 45 | 2 | 23.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 76.7 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 980 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4440 BRKEY
3966 NBI No.
3966 On Under
1 Structure No.
3506 0550 X Control No.
006 Lane Ind.
Milepoint
05500 Facility Carried
S.H. 7 Feature Intersected
CREEK Division
03 County
069 Location
5.5 MI E JCT SH99 Sufficiency
76.7 Kind Hwy
3 Level Service
1 Route No.
00007 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
1933 ADT Total
980 ADT Year
2022 Design Load
H 20 Skew
45 No. Main Spans
3 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
30 Span Type Main
M Material
1 - Concrete Design
19 Length
44.948 Deck Width
23.999 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
57.3 HS Inv. Rating Method
1 HS Inv. Method
34.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1568 Future ADT Year
2042 Bypass Detour
57.166149 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
03966 ODOT County
35 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X8ft.X35ft. RC BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3506 0550 X H Index
97 Latitude
34:21:40.73 Longitude
-96:32:22.99 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 7 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03966 Vault Link
http://plansrv1/bridgemaintvault/b03966 GIS FO/SD
Meets Standards H Inv. Method
19.1 Latitude DD
34.36131389 Longitude DD
-96.53971944 ODOT County Number
35 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
4440 x
-10746752.4093863 y
4077421.45200507 |
|||||||||||||||||||||||||||||||||||||
| 03965 | 2312 0484 X | 3965 | — | U.S. 283 | CREEK | 2312 0484 X | 4-10ft.X5ft.X43.3ft. RCB | 1933 | 36.20787222 | -99.88176667 | 43.002 | 43.301 | — | 4 | 0 | 2 | 42.799 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 87.8 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 2300 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4439 BRKEY
3965 NBI No.
3965 On Under
1 Structure No.
2312 0484 X Control No.
012 Lane Ind.
Milepoint
04840 Facility Carried
U.S. 283 Feature Intersected
CREEK Division
06 County
045 Location
4.9 MI N US60 Sufficiency
87.8 Kind Hwy
2 Level Service
1 Route No.
00283 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
42.799 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
1933 ADT Total
2300 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
4 Road Width
42.799 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
43.002 Deck Width
43.301 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
109.4 HS Inv. Rating Method
1 HS Inv. Method
65.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3680 Future ADT Year
2042 Bypass Detour
51.000001 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
03965 ODOT County
23 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
4-10ft.X5ft.X43.3ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2312 0484 X H Index
92.1614 Latitude
36:12:28.34 Longitude
-99:52:54.36 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 283 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03965 Vault Link
http://plansrv1/bridgemaintvault/b03965 GIS FO/SD
Meets Standards H Inv. Method
36.5 Latitude DD
36.20787222 Longitude DD
-99.88176667 ODOT County Number
23 Maint. Dist.
6 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
4439 x
-11118787.405237 y
4329262.09598078 |
|||||||||||||||||||||||||||||||||||||
| 03964 | 1010 0405 X | 3964 | — | S.H. 7 | CREEK | 1010 0405 X | (4) 10ft. X 5ft. X 98ft. RCB | 1933 | 34.45505833 | -97.49465833 | 44.948 | 40 | — | 4 | 0 | 2 | 40 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 92.4 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 2400 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4438 BRKEY
3964 NBI No.
3964 On Under
1 Structure No.
1010 0405 X Control No.
010 Lane Ind.
Milepoint
04050 Facility Carried
S.H. 7 Feature Intersected
CREEK Division
07 County
019 Location
4.0 MI E STEPHENS C/L Sufficiency
92.4 Kind Hwy
3 Level Service
1 Route No.
00007 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
70 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1933 ADT Total
2400 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
4 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
44.948 Deck Width
40 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
8 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
153.9 HS Inv. Rating Method
1 HS Inv. Method
92.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3840 Future ADT Year
2042 Bypass Detour
41.010498 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
03964 ODOT County
10 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(4) 10ft. X 5ft. X 98ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1010 0405 X H Index
98.0639 Latitude
34:27:18.21 Longitude
-97:29:40.77 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 7 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
022 NBI Text
03964 Vault Link
http://plansrv1/bridgemaintvault/b03964 GIS FO/SD
Meets Standards H Inv. Method
51.9 Latitude DD
34.45505833 Longitude DD
-97.49465833 ODOT County Number
10 Maint. Dist.
7 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
4438 x
-10853055.7203598 y
4090070.14422134 |
|||||||||||||||||||||||||||||||||||||
| 03963 | 3004 0392 X | 3963 | — | U.S. 64 | LITTLE COTTONWOOD CREEK | 3004 0392 X | (12ft.-14ft.-12ft.)X 10ft.X 45.3ft. R.C. BOX | 1933 | 36.85576944 | -99.585472 | 40.026 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 91.9 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 820 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4437 BRKEY
3963 NBI No.
3963 On Under
1 Structure No.
3004 0392 X Control No.
004 Lane Ind.
Milepoint
03920 Facility Carried
U.S. 64 Feature Intersected
LITTLE COTTONWOOD CREEK Division
06 County
059 Location
3.9NE OF JCT US64W/US183 Sufficiency
91.9 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
43.301 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1933 ADT Total
820 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
4 Appr. Roadway Width
27.999 Span Type Main
M Material
1 - Concrete Design
19 Length
40.026 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
70.5 HS Inv. Rating Method
1 HS Inv. Method
42.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1312 Future ADT Year
2042 Bypass Detour
65.865346 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
_ Advanced Warning Sign
N Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
03963 ODOT County
30 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(12ft.-14ft.-12ft.)X 10ft.X 45.3ft. R.C. BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3004 0392 X H Index
95.71 Latitude
36:51:20.77 Longitude
-99:35:07.7 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
4 Local Bridge ID
-1 NBI Text
03963 Vault Link
http://plansrv1/bridgemaintvault/b03963 GIS FO/SD
Meets Standards H Inv. Method
24.9 Latitude DD
36.85576944 Longitude DD
-99.585472 ODOT County Number
30 Maint. Dist.
6 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4437 x
-11085804.0334478 y
4419021.92966972 |
|||||||||||||||||||||||||||||||||||||
| 03962 | 5914 0298 X | 3962 | — | S.H. 18 | SKEDEE CREEK | 5914 0298 X | (12ft.-14ft.-12ft.)X 12ft.X55ft. RC BOX | 1933 | 36.37996944 | -96.79498056 | 41.995 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 93 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1300 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4436 BRKEY
3962 NBI No.
3962 On Under
1 Structure No.
5914 0298 X Control No.
014 Lane Ind.
Milepoint
02980 Facility Carried
S.H. 18 Feature Intersected
SKEDEE CREEK Division
08 County
117 Location
3 MI N JCT US 64 Sufficiency
93 Kind Hwy
3 Level Service
1 Route No.
00018 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
23.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1933 ADT Total
1300 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
7 Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
41.995 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 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
2080 Future ADT Year
2042 Bypass Detour
39.767756 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
03962 ODOT County
59 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.X55ft. RC BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5914 0298 X H Index
85.6259 Latitude
36:22:47.89 Longitude
-96:47:41.93 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 18 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03962 Vault Link
http://plansrv1/bridgemaintvault/b03962 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
36.37996944 Longitude DD
-96.79498056 ODOT County Number
59 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4436 x
-10775167.947284 y
4353031.32876318 |
|||||||||||||||||||||||||||||||||||||
| 03961 | 3318R0259 X | 3961 | — | S.H. 6 | CREEK | 3318 0259 X | 40ft. I-BEAM SPAN | 1933 | 34.527419 | -99.520567 | 43.963 | 35 | — | 1 | 0 | 2 | 32.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 71.9 | 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) | B | 930 | 2017 | 4 | Unmatched |
|
Raw data
OBJECTID
4435 BRKEY
3961 NBI No.
3961 On Under
1 Structure No.
3318R0259 X Control No.
018 Lane Ind.
Milepoint
02590 Facility Carried
S.H. 6 Feature Intersected
CREEK Division
05 County
065 Location
2.6 MI NE JCT S.H. 34 Sufficiency
71.9 Kind Hwy
3 Level Service
1 Route No.
00006 Service Type On
1 Service Type Off
5 Vertical Clearance
_ 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
1933 ADT Total
930 ADT Year
2017 Design Load
H 15 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
-1 Appr. Roadway Width
27.001 Span Type Main
M Material
3 - Steel Design
02 Length
43.963 Deck Width
35 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
6 Chan. Rating
7 Culv. Rating
N Structure Rating
5 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
37 HS Inv. Rating Method
1 HS Inv. Method
22 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1488 Future ADT Year
2037 Bypass Detour
18.019764 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
03961 ODOT County
33 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
40ft. I-BEAM SPAN Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
3318 0259 X H Index
65.4035 Latitude
34:31:38.71 Longitude
-99:31:14.04 I257A
1 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 6 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03961 Vault Link
http://plansrv1/bridgemaintvault/b03961 GIS FO/SD
Meets Standards H Inv. Method
16 Latitude DD
34.527419 Longitude DD
-99.520567 ODOT County Number
33 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
4435 x
-11078578.8418979 y
4099843.29269869 |
|||||||||||||||||||||||||||||||||||||
| 03870 | 7702 0740 X | 3870 | — | U.S. 183 | CREEK | 7702 0740 X | 2-10ft.X3ft.X174.2 LG RCB | 1933 | 36.214722 | -99.076111 | 21.982 | 174.2 | — | 2 | 0 | 2 | 172.2 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 87 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 4300 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4434 BRKEY
3870 NBI No.
3870 On Under
1 Structure No.
7702 0740 X Control No.
002 Lane Ind.
Milepoint
07400 Facility Carried
U.S. 183 Feature Intersected
CREEK Division
06 County
153 Location
7.2 MI NW MAJOR C/L Sufficiency
87 Kind Hwy
2 Level Service
1 Route No.
00183 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
99.9 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1933 ADT Total
4300 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
172.2 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
43.999 Span Type Main
M Material
1 - Concrete Design
19 Length
21.982 Deck Width
174.2 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
61.5 HS Inv. Rating Method
1 HS Inv. Method
36.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6880 Future ADT Year
2042 Bypass Detour
39.767756 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
03870 ODOT County
77 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X3ft.X174.2 LG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7702 0740 X H Index
98.8216 Latitude
36:12:53 Longitude
-99:04:34 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 183 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
NBI Text
03870 Vault Link
http://plansrv1/bridgemaintvault/b03870 GIS FO/SD
Meets Standards H Inv. Method
20.5 Latitude DD
36.214722 Longitude DD
-99.076111 ODOT County Number
77 Maint. Dist.
6 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
4434 x
-11029102.2262978 y
4330207.15372232 |
|||||||||||||||||||||||||||||||||||||
| 03869 | 7602 0716 X | 3869 | — | U.S. 64 | CREEK | 7602 0716 X | 2-10X8X42.9ft. RCB | 1933 | 36.84121389 | -99.18980833 | 20.997 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 91.3 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 890 | 2022 | 2 | Unmatched |
|
Raw data
OBJECTID
4433 BRKEY
3869 NBI No.
3869 On Under
1 Structure No.
7602 0716 X Control No.
002 Lane Ind.
Milepoint
07160 Facility Carried
U.S. 64 Feature Intersected
CREEK Division
06 County
151 Location
7.7 MI E HARPER CO Sufficiency
91.3 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
42.9 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1933 ADT Total
890 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
27.999 Span Type Main
M Material
1 - Concrete Design
19 Length
20.997 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
99.9 HS Inv. Rating Method
1 HS Inv. Method
65.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1424 Future ADT Year
2042 Bypass Detour
67.72946 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
nr Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
03869 ODOT County
76 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10X8X42.9ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7602 0716 X H Index
94.9768 Latitude
36:50:28.37 Longitude
-99:11:23.31 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
2 Local Bridge ID
-1 NBI Text
03869 Vault Link
http://plansrv1/bridgemaintvault/b03869 GIS FO/SD
Meets Standards H Inv. Method
36.6 Latitude DD
36.84121389 Longitude DD
-99.18980833 ODOT County Number
76 Maint. Dist.
6 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4433 x
-11041758.955178 y
4416997.10136331 |
|||||||||||||||||||||||||||||||||||||
| 03868 | 3706 0701 X | 3868 | — | S.H. 3 & S.H. 33 | CREEK | 3706 0701 X | 3 - 6ft. X 5ft. X 36ft. R.C. BOX | 1933 | 35.85576111 | -98.08544167 | 20.981 | 37.999 | — | 3 | 0 | 2 | 36.001 | 1 - Concrete | Culvert (19) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 88.6 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 2500 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4432 BRKEY
3868 NBI No.
3868 On Under
1 Structure No.
3706 0701 X Control No.
006 Lane Ind.
Milepoint
07010 Facility Carried
S.H. 3 & S.H. 33 Feature Intersected
CREEK Division
04 County
073 Location
7.1 MI E BLAINE C/L Sufficiency
88.6 Kind Hwy
3 Level Service
1 Route No.
00003 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
36.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1933 ADT Total
2500 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
36.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
FG Appr. Roadway Width
28.1 Span Type Main
M Material
1 - Concrete Design
19 Length
20.981 Deck Width
37.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
8 Structure Rating
8 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
65.5 HS Inv. Rating Method
1 HS Inv. Method
39.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4000 Future ADT Year
2042 Bypass Detour
38.239904 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
03868 ODOT County
37 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
3 - 6ft. X 5ft. X 36ft. R.C. BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3706 0701 X H Index
98.5632 Latitude
35:51:20.74 Longitude
-98:05:07.59 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 3 & 33 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
NBI Text
03868 Vault Link
http://plansrv1/bridgemaintvault/b03868 GIS FO/SD
Meets Standards H Inv. Method
24.7 Latitude DD
35.85576111 Longitude DD
-98.08544167 ODOT County Number
37 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
4432 x
-10918821.4209377 y
4280792.43062419 |
|||||||||||||||||||||||||||||||||||||
| 03867 | 3304 0600 XC | 3867 | — | U.S. 62 SD | CREEK | 3304 0600 XC | 2-10ft.X3ft.X400ft. R.C.BOX, SIDE DRAIN | 1933 | 34.6375 | -99.31661944 | 22.966 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 90.7 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 19 - Local (Urban) | C | 50 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4431 BRKEY
3867 NBI No.
3867 On Under
1 Structure No.
3304 0600 XC Control No.
004 Lane Ind.
Milepoint
06000 Facility Carried
U.S. 62 SD Feature Intersected
CREEK Division
05 County
065 Location
PARK LN. SHOPPING CTR. Sufficiency
90.7 Kind Hwy
8 Level Service
0 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
99.9 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
19 - Local (Urban) Year Built
1933 ADT Total
50 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
AG Appr. Roadway Width
56.001 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
8 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
42.4 HS Inv. Rating Method
1 HS Inv. Method
25.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
80 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
35 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
03867 ODOT County
33 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X3ft.X400ft. R.C.BOX, SIDE DRAIN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
C Alt. Structure Name
3304 0600 XC H Index
92.41 Latitude
34:38:15 Longitude
-99:18:59.83 I257A
0 I257B
0 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 62 SD Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
0 - None Historical Significance
4 Local Bridge ID
-1 NBI Text
03867 Vault Link
http://plansrv1/bridgemaintvault/b03867 GIS FO/SD
Meets Standards H Inv. Method
21.6 Latitude DD
34.6375 Longitude DD
-99.31661944 ODOT County Number
33 Maint. Dist.
5 HPMS Functional Class
7 Rural/Urban
Urban ARC_ID_NUM
4431 x
-11055875.5033701 y
4114727.31211026 |
|||||||||||||||||||||||||||||||||||||
| 03866 | 5836 0581 X | 3866 | — | U.S. 69 ALT. | CREEK | 5836 0581 X | 3-8ft. X 5ft. X 44ft. R.C. BOX WITH HANDRAILS | 1933 | 36.97987778 | -94.75044444 | 27.887 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 93 | 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 | 5400 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4430 BRKEY
3866 NBI No.
3866 On Under
1 Structure No.
5836 0581 X Control No.
036 Lane Ind.
Milepoint
05810 Facility Carried
U.S. 69 ALT. Feature Intersected
CREEK Division
08 County
115 Location
5.8 MI E US 69 Sufficiency
93 Kind Hwy
2 Level Service
2 Route No.
0069A Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
43.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1933 ADT Total
5400 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
43.999 Span Type Main
M Material
1 - Concrete Design
19 Length
27.887 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
61.8 HS Inv. Rating Method
1 HS Inv. Method
37 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8640 Future ADT Year
2042 Bypass Detour
9.941939 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
03866 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
3-8ft. X 5ft. X 44ft. R.C. BOX WITH HANDRAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5836 0581 X H Index
67 Latitude
36:58:47.56 Longitude
-94:45:01.6 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 69 ALT. Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
NO VALUE GIVEN Historical Significance
4 Local Bridge ID
-1 NBI Text
03866 Vault Link
http://plansrv1/bridgemaintvault/b03866 GIS FO/SD
Meets Standards H Inv. Method
21.3 Latitude DD
36.97987778 Longitude DD
-94.75044444 ODOT County Number
58 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4430 x
-10547571.2274972 y
4436302.38029688 |
|||||||||||||||||||||||||||||||||||||
| 03865 | 3906 0575 X | 3865 | — | S.H. 2 | CREEK | 3906 0575 X | (2) 10ft.X 6ft.X 38ft. LONG RCB | 1933 | 34.74623333 | -95.28166944 | 22.999 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 93.1 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1700 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4429 BRKEY
3865 NBI No.
3865 On Under
1 Structure No.
3906 0575 X Control No.
006 Lane Ind.
Milepoint
05750 Facility Carried
S.H. 2 Feature Intersected
CREEK Division
02 County
077 Location
5.75 N PUSHMATAHA C/L Sufficiency
93.1 Kind Hwy
3 Level Service
1 Route No.
00002 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
36.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1933 ADT Total
1700 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
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
25 Span Type Main
M Material
1 - Concrete Design
19 Length
22.999 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
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
99.9 HS Inv. Rating Method
1 HS Inv. Method
66.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2720 Future ADT Year
2042 Bypass Detour
29.9998 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
03865 ODOT County
39 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(2) 10ft.X 6ft.X 38ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3906 0575 X H Index
66.9993 Latitude
34:44:46.44 Longitude
-95:16:54.01 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 2 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
016 NBI Text
03865 Vault Link
http://plansrv1/bridgemaintvault/b03865 GIS FO/SD
Meets Standards H Inv. Method
36.9 Latitude DD
34.74623333 Longitude DD
-95.28166944 ODOT County Number
39 Maint. Dist.
2 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4429 x
-10606706.9239938 y
4129448.5195439 |
|||||||||||||||||||||||||||||||||||||
| 03774 | 2502R0200 X | 3774 | — | U.S. 77 | WASHITA RIVER O'FLOW | 2502 0200 X | 7-22.5ft. CONCRETE SLA | 1932 | 34.641583 | -97.179625 | 158.136 | 33.136 | — | 7 | 0 | 2 | 29.856 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 50.1 | 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) | C | 5100 | 2020 | 4 | Unmatched |
|
Raw data
OBJECTID
4428 BRKEY
3774 NBI No.
3774 On Under
1 Structure No.
2502R0200 X Control No.
002 Lane Ind.
Milepoint
02000 Facility Carried
U.S. 77 Feature Intersected
WASHITA RIVER O'FLOW Division
03 County
049 Location
2 MI N MURRAY C/L Sufficiency
50.1 Kind Hwy
2 Level Service
1 Route No.
00077 Service Type On
1 Service Type Off
9 Vertical Clearance
N Horizontal Clearance
29.856 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
1932 ADT Total
5100 ADT Year
2020 Design Load
H 20 Skew
0 No. Main Spans
7 Road Width
29.856 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
01 Length
158.136 Deck Width
33.136 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
6 Super Rating
5 Sub Rating
5 Chan. Rating
7 Culv. Rating
N Structure Rating
5 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 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
8160 Future ADT Year
2040 Bypass Detour
26.718961 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
03774 ODOT County
25 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.64 Rt. Curb SW
1.64 Description
7-22.5ft. CONCRETE SLA Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
2502 0200 X H Index
93.4793 Latitude
34:38:29.7 Longitude
-97:10:46.65 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 77 Scour
8 Design Structure
1 - Slab FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03774 Vault Link
http://plansrv1/bridgemaintvault/b03774 GIS FO/SD
FO H Inv. Method
16 Latitude DD
34.641583 Longitude DD
-97.179625 ODOT County Number
25 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
4428 x
-10817986.3704813 y
4115279.75287264 |
|||||||||||||||||||||||||||||||||||||
| 03773 | 0814R0169 X | 3773 | — | U.S. 281 | CREEK | 0814R0169 X | 5-30ft. I-BM. SPANS | 1932 | 35.33 | -98.35666667 | 149.934 | 26.001 | — | 5 | 0 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 34.2 | Poor (4) | 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 | 1790 | 2001 | 4 | Unmatched |
|
Raw data
OBJECTID
4427 BRKEY
3773 NBI No.
3773 On Under
1 Structure No.
0814R0169 X Control No.
014 Lane Ind.
Milepoint
01690 Facility Carried
U.S. 281 Feature Intersected
CREEK Division
07 County
015 Location
1.7 N SH152 BINGER Sufficiency
34.2 Kind Hwy
2 Level Service
1 Route No.
00281 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
23.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1932 ADT Total
1790 ADT Year
2001 Design Load
H 15 Skew
0 No. Main Spans
5 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
32.001 Span Type Main
M Material
3 - Steel Design
02 Length
149.934 Deck Width
26.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
7 Deck Rating
5 Super Rating
5 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
N Bridge Posting
4 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
23.038 HS Inv. Rating Method
2 HS Inv. Method
17.857 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
1900 Future ADT Year
2018 Bypass Detour
42.874612 School Bus Rte.
3 Posted Weight
RN Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
03773 ODOT County
08 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.001 Rt. Curb SW
1.001 Description
5-30ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
0814R0169 X H Index
54.5152 Latitude
35:19:48 Longitude
-98:21:24 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
U.S. 281 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
35 NBI Text
03773 Vault Link
http://plansrv1/bridgemaintvault/b03773 GIS FO/SD
Meets Standards H Inv. Method
17.857 Latitude DD
35.33 Longitude DD
-98.35666667 ODOT County Number
8 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4427 x
-10949014.0498281 y
4208817.74818484 |
|||||||||||||||||||||||||||||||||||||
| 03771 | 6240R1280 X | 3771 | — | S.H. 99 | JACK FORK CREEK | 6240 1280 X | 140ft. HI. TRUSS SPAN | 1932 | 34.68555 | -96.63482222 | 143.045 | 22.966 | — | 1 | 0 | 2 | 21.982 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 16.8 | Critical (2) | Poor (4) | Fair (5) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 2300 | 2005 | 4 | Unmatched |
|
Raw data
OBJECTID
4425 BRKEY
3771 NBI No.
3771 On Under
1 Structure No.
6240R1280 X Control No.
040 Lane Ind.
Milepoint
12800 Facility Carried
S.H. 99 Feature Intersected
JACK FORK CREEK Division
03 County
123 Location
3.5 MI S JCT SH 3 Sufficiency
16.8 Kind Hwy
3 Level Service
1 Route No.
00099 Service Type On
1 Service Type Off
5 Vertical Clearance
Y Horizontal Clearance
21.982 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
1932 ADT Total
2300 ADT Year
2005 Design Load
H 15 Skew
0 No. Main Spans
1 Road Width
21.982 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
32.152 Span Type Main
M Material
3 - Steel Design
10 Length
143.045 Deck Width
22.966 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
9 Deck Rating
4 Super Rating
5 Sub Rating
7 Chan. Rating
6 Culv. Rating
N Structure Rating
2 Deck Geometry
2 Underclearance
N Bridge Posting
1 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
21.054 HS Inv. Rating Method
1 HS Inv. Method
12.125 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3680 Future ADT Year
2025 Bypass Detour
44.738726 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
Y Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
03771 ODOT County
62 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
140ft. HI. TRUSS SPAN Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6240 1280 X H Index
81.3329 Latitude
34:41:07.98 Longitude
-96:38:05.36 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
_ Scour
8 Design Structure
10 - Truss - Thru FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03771 Vault Link
http://plansrv1/bridgemaintvault/b03771 GIS FO/SD
SD H Inv. Method
12.346 Latitude DD
34.68555 Longitude DD
-96.63482222 ODOT County Number
62 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4425 x
-10757339.2024289 y
4121230.32959214 |
|||||||||||||||||||||||||||||||||||||
| 03770 | 0522 1267 X | 3770 | — | S.H. 34 | INDIAN CREEK | 0522 1267 X | 35ft.-60ft.-35ft. WEATHERING STEEL I-BEAM SPANS | 1932 | 35.29970556 | -99.50562778 | 133.501 | 32.001 | — | 3 | 0 | 2 | 30 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 93.6 | Good (7) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 800 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4424 BRKEY
3770 NBI No.
3770 On Under
1 Structure No.
0522 1267 X Control No.
022 Lane Ind.
Milepoint
12670 Facility Carried
S.H. 34 Feature Intersected
INDIAN CREEK Division
05 County
009 Location
0.7 MI N JCT S.H. 152 Sufficiency
93.6 Kind Hwy
3 Level Service
1 Route No.
00034 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
30 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1932 ADT Total
800 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
28.002 Span Type Main
M Material
3 - Steel Design
02 Length
133.501 Deck Width
32.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
6 Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
7 HS Operating Rating Method
3 HS Operating Rating
41 HS Inv. Rating Method
3 HS Inv. Method
32 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1280 Future ADT Year
2042 Bypass Detour
9.941939 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
03770 ODOT County
05 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
35ft.-60ft.-35ft. WEATHERING STEEL I-BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0522 1267 X H Index
99.8968 Latitude
35:17:58.94 Longitude
-99:30:20.26 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 34 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03770 Vault Link
http://plansrv1/bridgemaintvault/b03770 GIS FO/SD
Meets Standards H Inv. Method
31 Latitude DD
35.29970556 Longitude DD
-99.50562778 ODOT County Number
5 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
4424 x
-11076915.8155346 y
4204684.88999828 |
|||||||||||||||||||||||||||||||||||||
| 03769 | 3404 0621 X | 3769 | — | U.S. 70 | WEST MUD CREEK | 3404 0621 X | 36ft. - 60ft. - 36ft. I-BEAM SPANS WITH 2 18ft. SAFETY CURBS | 1932 | 34.15835833 | -97.87318333 | 133.33 | 30.2 | — | 3 | 0 | 2 | 27.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 81.3 | Satisfactory (6) | Good (7) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 1200 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4423 BRKEY
3769 NBI No.
3769 On Under
1 Structure No.
3404 0621 X Control No.
004 Lane Ind.
Milepoint
06210 Facility Carried
U.S. 70 Feature Intersected
WEST MUD CREEK Division
07 County
067 Location
6.3 MI E JCT US81 Sufficiency
81.3 Kind Hwy
2 Level Service
1 Route No.
00070 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
27.999 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
1932 ADT Total
1200 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
37.999 Span Type Main
M Material
3 - Steel Design
02 Length
133.33 Deck Width
30.2 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
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
62 HS Inv. Rating Method
1 HS Inv. Method
37 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1920 Future ADT Year
2042 Bypass Detour
45.981468 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
03769 ODOT County
34 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
36ft. - 60ft. - 36ft. I-BEAM SPANS WITH 2 18ft. SAFETY CURBS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3404 0621 X H Index
92.0009 Latitude
34:09:30.09 Longitude
-97:52:23.46 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 70 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
009 NBI Text
03769 Vault Link
http://plansrv1/bridgemaintvault/b03769 GIS FO/SD
Meets Standards H Inv. Method
30 Latitude DD
34.15835833 Longitude DD
-97.87318333 ODOT County Number
34 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4423 x
-10895192.9306123 y
4050085.55307229 |
|||||||||||||||||||||||||||||||||||||
| 04062 | 6404R3860 X | 4062 | — | U.S. 271 | JACK FORK O'FLOW | 6404R3860 X | 6-40ft. I-BM. SPANS | 1933 | 34.60166667 | -95.33833333 | 241.142 | 25 | — | 6 | 0 | 2 | 22.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 53 | 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 | 2000 | 1999 | 4 | Unmatched |
|
Raw data
OBJECTID
4422 BRKEY
4062 NBI No.
4062 On Under
1 Structure No.
6404R3860 X Control No.
004 Lane Ind.
Milepoint
38600 Facility Carried
U.S. 271 Feature Intersected
JACK FORK O'FLOW Division
02 County
127 Location
1.1 MI NE CLAYTON Sufficiency
53 Kind Hwy
2 Level Service
1 Route No.
00271 Service Type On
1 Service Type Off
9 Vertical Clearance
_ Horizontal Clearance
22.001 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
1933 ADT Total
2000 ADT Year
1999 Design Load
H 20 Skew
0 No. Main Spans
6 Road Width
22.001 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
33.999 Span Type Main
M Material
3 - Steel Design
02 Length
241.142 Deck Width
25 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
9 Deck Rating
5 Super Rating
5 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
24.802 HS Inv. Rating Method
2 HS Inv. Method
24.802 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
1900 Future ADT Year
2017 Bypass Detour
9.941939 School Bus Rte.
_ Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
04062 ODOT County
64 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
6-40ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6404R3860 X H Index
100 Latitude
34:36:06 Longitude
-95:20:18 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
U.S. 271 Scour
6 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
04062 Vault Link
http://plansrv1/bridgemaintvault/b04062 GIS FO/SD
Meets Standards H Inv. Method
19.842 Latitude DD
34.60166667 Longitude DD
-95.33833333 ODOT County Number
64 Maint. Dist.
2 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4422 x
-10613014.719375 y
4109880.13328522 |
|||||||||||||||||||||||||||||||||||||
| 04061 | 5706R0486 X | 4061 | — | U.S. 60 | SAND CREEK | 5706 0486 X | 100ft. PONY TRUSS | 1933 | 36.73798889 | -96.30106389 | 225.066 | 27.001 | — | 1 | 0 | 2 | 23.999 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 28.7 | Poor (4) | Serious (3) | Poor (4) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 2200 | 2009 | 5 | Unmatched |
|
Raw data
OBJECTID
4421 BRKEY
4061 NBI No.
4061 On Under
1 Structure No.
5706R0486 X Control No.
006 Lane Ind.
Milepoint
04860 Facility Carried
U.S. 60 Feature Intersected
SAND CREEK Division
08 County
113 Location
4.8 MI. N. JCT. SH11 Sufficiency
28.7 Kind Hwy
2 Level Service
1 Route No.
00060 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
23.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1933 ADT Total
2200 ADT Year
2009 Design Load
H 15 Skew
0 No. Main Spans
1 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
00 Appr. Roadway Width
30 Span Type Main
M Material
3 - Steel Design
10 Length
225.066 Deck Width
27.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
4 Deck Rating
3 Super Rating
4 Sub Rating
4 Chan. Rating
5 Culv. Rating
N Structure Rating
4 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
5 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
38.471 HS Inv. Rating Method
1 HS Inv. Method
23.81 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3520 Future ADT Year
2029 Bypass Detour
11.806053 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
04061 ODOT County
57 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
100ft. PONY TRUSS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5706 0486 X H Index
64.9701 Latitude
36:44:16.76 Longitude
-96:18:03.83 I257A
1 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
_ Scour
8 Design Structure
10 - Truss - Thru FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
04061 Vault Link
http://plansrv1/bridgemaintvault/b04061 GIS FO/SD
SD H Inv. Method
15.984 Latitude DD
36.73798889 Longitude DD
-96.30106389 ODOT County Number
57 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
4421 x
-10720185.3950853 y
4402648.47159986 |
|||||||||||||||||||||||||||||||||||||
| 04060 | 4112R0121 X | 4060 | — | S.H. 18 | QUAPAW CREEK | 4112 0121 X | 100ft. PONY TRUSS & 2-60ft. I-BM. SPANS | 1933 | 35.52166667 | -96.89333333 | 225.066 | 25 | — | 1 | 0 | 2 | 23.999 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 2 | Critical (2) | Critical (2) | Critical (2) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 3520 | 2004 | 4 | Unmatched |
|
Raw data
OBJECTID
4420 BRKEY
4060 NBI No.
4060 On Under
1 Structure No.
4112R0121 X Control No.
012 Lane Ind.
Milepoint
01210 Facility Carried
S.H. 18 Feature Intersected
QUAPAW CREEK Division
03 County
081 Location
1.3 MI N JCT US 62 Sufficiency
2 Kind Hwy
3 Level Service
1 Route No.
00018 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1933 ADT Total
3520 ADT Year
2004 Design Load
H 15 Skew
0 No. Main Spans
1 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
32.001 Span Type Main
M Material
3 - Steel Design
10 Length
225.066 Deck Width
25 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
4 Deck Rating
2 Super Rating
2 Sub Rating
4 Chan. Rating
5 Culv. Rating
N Structure Rating
2 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
37.368 HS Inv. Rating Method
1 HS Inv. Method
21.054 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5632 Future ADT Year
2024 Bypass Detour
26.09759 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
Y Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
04060 ODOT County
41 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
100ft. PONY TRUSS & 2-60ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4112 0121 X H Index
40.5432 Latitude
35:31:18 Longitude
-96:53:36 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 18 Scour
3 Design Structure
10 - Truss - Thru FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
04060 Vault Link
http://plansrv1/bridgemaintvault/b04060 GIS FO/SD
SD H Inv. Method
16.865 Latitude DD
35.52166667 Longitude DD
-96.89333333 ODOT County Number
41 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
4420 x
-10786116.5275585 y
4235001.49162921 |
|||||||||||||||||||||||||||||||||||||
| 04059 | 4112R1009 X | 4059 | — | S.H. 18 | DEEP FORK RIVER | 4112 1009 X | 140ft.HIGHTRUSS2-36ft.IB | 1933 | 35.64833333 | -96.88833333 | 212.927 | 25 | — | 1 | 0 | 2 | 23.999 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 34 | Fair (5) | Critical (2) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2900 | 2004 | 4 | Unmatched |
|
Raw data
OBJECTID
4419 BRKEY
4059 NBI No.
4059 On Under
1 Structure No.
4112R1009 X Control No.
012 Lane Ind.
Milepoint
10090 Facility Carried
S.H. 18 Feature Intersected
DEEP FORK RIVER Division
03 County
081 Location
10.2 MI N JCT US 62 Sufficiency
34 Kind Hwy
3 Level Service
1 Route No.
00018 Service Type On
1 Service Type Off
5 Vertical Clearance
Y Horizontal Clearance
23.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1933 ADT Total
2900 ADT Year
2004 Design Load
H 15 Skew
0 No. Main Spans
1 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
32.001 Span Type Main
M Material
3 - Steel Design
10 Length
212.927 Deck Width
25 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
5 Deck Rating
2 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
3 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
37.479 HS Inv. Rating Method
1 HS Inv. Method
22.487 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4640 Future ADT Year
2024 Bypass Detour
26.09759 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
Y Advanced Warning Sign
Y Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
04059 ODOT County
41 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
140ft.HIGHTRUSS2-36ft.IB Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4112 1009 X H Index
61.6458 Latitude
35:38:54 Longitude
-96:53:18 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 18 Scour
5 Design Structure
10 - Truss - Thru FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
04059 Vault Link
http://plansrv1/bridgemaintvault/b04059 GIS FO/SD
SD H Inv. Method
15.102 Latitude DD
35.64833333 Longitude DD
-96.88833333 ODOT County Number
41 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
4419 x
-10785559.9301046 y
4252339.84956218 |
|||||||||||||||||||||||||||||||||||||
| 04058 | 3410R0485 X | 4058 | — | S.H. 5 | BEAVER CREEK O'FLOW | 3410 0485 X | (7) 30ft. I-beam spans | 1933 | 34.21716944 | -98.06254722 | 209.974 | 23.799 | — | 7 | 0 | 2 | 22.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 49.5 | Poor (4) | Fair (5) | Poor (4) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 550 | 2007 | 4 | Unmatched |
|
Raw data
OBJECTID
4418 BRKEY
4058 NBI No.
4058 On Under
1 Structure No.
3410R0485 X Control No.
010 Lane Ind.
Milepoint
04850 Facility Carried
S.H. 5 Feature Intersected
BEAVER CREEK O'FLOW Division
07 County
067 Location
4.8 MI E COTTON C/L Sufficiency
49.5 Kind Hwy
3 Level Service
1 Route No.
00005 Service Type On
1 Service Type Off
9 Vertical Clearance
N Horizontal Clearance
22.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1933 ADT Total
550 ADT Year
2007 Design Load
H 20 Skew
0 No. Main Spans
7 Road Width
22.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
22.001 Span Type Main
M Material
3 - Steel Design
02 Length
209.974 Deck Width
23.799 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
4 Sub Rating
4 Chan. Rating
8 Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
53.462 HS Inv. Rating Method
1 HS Inv. Method
32.077 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
880 Future ADT Year
2027 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
04058 ODOT County
34 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
(7) 30ft. I-beam spans Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
3410 0485 X H Index
76.2645 Latitude
34:13:01.81 Longitude
-98:03:45.17 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 5 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
038 NBI Text
04058 Vault Link
http://plansrv1/bridgemaintvault/b04058 GIS FO/SD
SD H Inv. Method
20.062 Latitude DD
34.21716944 Longitude DD
-98.06254722 ODOT County Number
34 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
4418 x
-10916272.8224217 y
4057999.98569794 |
|||||||||||||||||||||||||||||||||||||
| 04057 | 1908 1052 X | 4057 | — | U.S. 75A | ROCK CREEK | 1908 1052 X | 50ft.-60ft.-60ft.-50ft. I-BM SPA | 1933 | 35.98491944 | -96.11348611 | 201.581 | 65 | — | 4 | 0 | 4 | 52.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 68 | Good (7) | Very good (8) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | C | 11300 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4417 BRKEY
4057 NBI No.
4057 On Under
1 Structure No.
1908 1052 X Control No.
008 Lane Ind.
Milepoint
10520 Facility Carried
U.S. 75A Feature Intersected
ROCK CREEK Division
08 County
037 Location
0.3 MI S JCT SH 117 Sufficiency
68 Kind Hwy
2 Level Service
1 Route No.
0075A Service Type On
5 Service Type Off
5 Vertical Clearance
_ 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
1933 ADT Total
11300 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
4 Road Width
52.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
52.001 Span Type Main
M Material
3 - Steel Design
02 Length
201.581 Deck Width
65 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
8 Super Rating
7 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
62 HS Inv. Rating Method
1 HS Inv. Method
37 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
18080 Future ADT Year
2042 Bypass Detour
22.990734 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
35 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
04057 ODOT County
19 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
5 Rt. Curb SW
5 Description
50ft.-60ft.-60ft.-50ft. I-BM SPA Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1908 1052 X H Index
100 Latitude
35:59:05.71 Longitude
-96:06:48.55 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 75A Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
04057 Vault Link
http://plansrv1/bridgemaintvault/b04057 GIS FO/SD
Meets Standards H Inv. Method
29 Latitude DD
35.98491944 Longitude DD
-96.11348611 ODOT County Number
19 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
4417 x
-10699304.3321316 y
4298546.50860262 |
|||||||||||||||||||||||||||||||||||||
| 03960 | 3004 0283 X | 3960 | — | U.S. 64 | DAVIS CREEK | 3004 0283 X | (12ft.-14ft.-12ft.)X 10ft.X 39.2ft. R.C. BOX | 1933 | 36.855925 | -99.60501111 | 40.026 | 39.199 | — | 3 | 0 | 2 | 37.201 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 91.9 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 820 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
4416 BRKEY
3960 NBI No.
3960 On Under
1 Structure No.
3004 0283 X Control No.
004 Lane Ind.
Milepoint
02830 Facility Carried
U.S. 64 Feature Intersected
DAVIS CREEK Division
06 County
059 Location
2.8NE OF JCT US64W/US183 Sufficiency
91.9 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.201 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1933 ADT Total
820 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
37.201 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
4 Appr. Roadway Width
27.999 Span Type Main
M Material
1 - Concrete Design
19 Length
40.026 Deck Width
39.199 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
70.5 HS Inv. Rating Method
1 HS Inv. Method
42.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1312 Future ADT Year
2042 Bypass Detour
65.865346 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
_ Advanced Warning Sign
N Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
03960 ODOT County
30 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(12ft.-14ft.-12ft.)X 10ft.X 39.2ft. R.C. BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3004 0283 X H Index
94.3867 Latitude
36:51:21.33 Longitude
-99:36:18.04 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
4 Local Bridge ID
-1 NBI Text
03960 Vault Link
http://plansrv1/bridgemaintvault/b03960 GIS FO/SD
Meets Standards H Inv. Method
24.9 Latitude DD
36.855925 Longitude DD
-99.60501111 ODOT County Number
30 Maint. Dist.
6 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4416 x
-11087979.1172236 y
4419043.57176495 |
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| 03959 | 6334R0248 X | 3959 | — | S.H. 59 | BLACK SMITH CREEK | 6334 0248 X | (12ft.-14ft.-12ft.) X 10ft. X 30ft. RDY RCB W/ RAILS & DOWNSTREAM GROUTED APRON | 1933 | 35.07256389 | -96.88761389 | 41.995 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 50.6 | Serious (3) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Serious (3) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 760 | 2009 | 4 | Unmatched |
|
Raw data
OBJECTID
4415 BRKEY
3959 NBI No.
3959 On Under
1 Structure No.
6334R0248 X Control No.
034 Lane Ind.
Milepoint
02480 Facility Carried
S.H. 59 Feature Intersected
BLACK SMITH CREEK Division
03 County
125 Location
2.6 MI E JCT US 177 Sufficiency
50.6 Kind Hwy
3 Level Service
1 Route No.
00059 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1933 ADT Total
760 ADT Year
2009 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
01 Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
41.995 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
3 Culv. Rating
3 Structure Rating
3 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.053 HS Inv. Rating Method
2 HS Inv. Method
36.046 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
1216 Future ADT Year
2029 Bypass Detour
19.883878 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
03959 ODOT County
63 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(12ft.-14ft.-12ft.) X 10ft. X 30ft. RDY RCB W/ RAILS & DOWNSTREAM GROUTED APRON Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6334 0248 X H Index
19.1088 Latitude
35:04:21.23 Longitude
-96:53:15.41 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 59 Scour
3 Design Structure
19 - Culvert FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03959 Vault Link
http://plansrv1/bridgemaintvault/b03959 GIS FO/SD
SD H Inv. Method
19.952 Latitude DD
35.07256389 Longitude DD
-96.88761389 ODOT County Number
63 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
4415 x
-10785479.8424101 y
4173746.66451232 |
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| 03958 | 7604R0008 X | 3958 | — | U.S. 64 | CREEK | 7604 0008 X | 2X12-14)X10X50.4ft.RCB | 1933 | 36.81213333 | -99.11378333 | 40.026 | 50.4 | — | 3 | 0 | 2 | 50.4 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 75.8 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Fair (5) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 1400 | 2014 | 2 | Unmatched |
|
Raw data
OBJECTID
4414 BRKEY
3958 NBI No.
3958 On Under
1 Structure No.
7604R0008 X Control No.
004 Lane Ind.
Milepoint
00080 Facility Carried
U.S. 64 Feature Intersected
CREEK Division
06 County
151 Location
0.1 MI E JCT SH-50 Sufficiency
75.8 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
50.4 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1933 ADT Total
1400 ADT Year
2014 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
50.4 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
06 Appr. Roadway Width
28.999 Span Type Main
M Material
1 - Concrete Design
19 Length
40.026 Deck Width
50.4 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
5 Structure Rating
5 Deck Geometry
9 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
2240 Future ADT Year
2034 Bypass Detour
72.079058 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
03958 ODOT County
76 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2X12-14)X10X50.4ft.RCB Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
7604 0008 X H Index
80.6822 Latitude
36:48:43.68 Longitude
-99:06:49.62 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 64 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
2 Local Bridge ID
-1 NBI Text
03958 Vault Link
http://plansrv1/bridgemaintvault/b03958 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
36.81213333 Longitude DD
-99.11378333 ODOT County Number
76 Maint. Dist.
6 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
4414 x
-11033295.8908904 y
4412952.84695056 |