ODOT On System Bridges NBI
Oklahoma Department of Transportation (ArcGIS / NBI)
National Bridge Inventory data published by the Oklahoma Department of Transportation, exported from their public ArcGIS service. Cross-referenced against existing bridges by structure number / NBI number.
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| 03700 | 6824 0526 X | 3700 | — | S.H. 100 | CREEK | 6824 0526 X | 4-10ft. X 9ft. CONC. RIGID FRAME, SK. 60° R.F. | 1932 | 35.589375 | -95.06474444 | 49.7 | 122 | — | 4 | 30 | 2 | 120 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 98.8 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1200 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
3046 BRKEY
3700 NBI No.
3700 On Under
1 Structure No.
6824 0526 X Control No.
024 Lane Ind.
Milepoint
05260 Facility Carried
S.H. 100 Feature Intersected
CREEK Division
01 County
135 Location
5.26 NE JCT SH-10 Sufficiency
98.8 Kind Hwy
3 Level Service
1 Route No.
00100 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
43 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
1200 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
30 No. Main Spans
4 Road Width
120 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
11 Appr. Roadway Width
47 Span Type Main
M Material
1 - Concrete Design
19 Length
49.7 Deck Width
122 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
6 HS Operating Rating Method
3 HS Operating Rating
329.7 HS Inv. Rating Method
3 HS Inv. Method
254.3 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1920 Future ADT Year
2042 Bypass Detour
13 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
03700 ODOT County
68 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
4-10ft. X 9ft. CONC. RIGID FRAME, SK. 60° R.F. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6824 0526 X H Index
98.8482 Latitude
35:35:21.75 Longitude
-95:03:53.08 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 100 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
24-0526 NBI Text
03700 Vault Link
http://plansrv1/bridgemaintvault/b03700 GIS FO/SD
Meets Standards H Inv. Method
157.2 Latitude DD
35.589375 Longitude DD
-95.06474444 ODOT County Number
68 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
3046 x
-10582558.9434535 y
4244266.11612666 |
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| 03699 | 6817R0345 X | 3699 | — | S.H. 101 | LITTLE SALLISAW CR TRIB. | 6817 0345 X | 4-11.4ft. CONC. SLAB SPANS | 1932 | 35.50700556 | -94.71093611 | 56.001 | 20.751 | — | 4 | 0 | 2 | 20.751 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 34.5 | Poor (4) | Fair (5) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1200 | 2006 | 4 | Unmatched |
|
Raw data
OBJECTID
3045 BRKEY
3699 NBI No.
3699 On Under
1 Structure No.
6817R0345 X Control No.
017 Lane Ind.
Milepoint
03450 Facility Carried
S.H. 101 Feature Intersected
LITTLE SALLISAW CR TRIB. Division
01 County
135 Location
3.5 MI E JCT US 59 Sufficiency
34.5 Kind Hwy
3 Level Service
1 Route No.
00101 Service Type On
1 Service Type Off
9 Vertical Clearance
N Horizontal Clearance
21.099 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
1200 ADT Year
2006 Design Load
H 15 Skew
0 No. Main Spans
4 Road Width
20.751 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
00 Appr. Roadway Width
30 Span Type Main
M Material
1 - Concrete Design
01 Length
56.001 Deck Width
20.751 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
5 Sub Rating
5 Chan. Rating
7 Culv. Rating
N Structure Rating
4 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
49.163 HS Inv. Rating Method
1 HS Inv. Method
14.991 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1920 Future ADT Year
2026 Bypass Detour
24 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
M Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
03699 ODOT County
68 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.001 Rt. Curb SW
1.001 Description
4-11.4ft. CONC. SLAB SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6817 0345 X H Index
63.6357 Latitude
35:30:25.22 Longitude
-94:42:39.37 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
S.H. 101 Scour
8 Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
0 NBI Text
03699 Vault Link
http://plansrv1/bridgemaintvault/b03699 GIS FO/SD
Meets Standards H Inv. Method
14.881 Latitude DD
35.50700556 Longitude DD
-94.71093611 ODOT County Number
68 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
3045 x
-10543173.1803195 y
4232996.42151594 |
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| 03698 | 0212R0335 X | 3698 | — | S.H. 8 | DRIFTWOOD CREEK | 0212 0335 X | 50ft. I-BM. SPAN | 1932 | 36.84580833 | -98.35986944 | 50.853 | 23.399 | — | 1 | 0 | 2 | 22.7 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 34.2 | Poor (4) | Fair (5) | Poor (4) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1100 | 2010 | 4 | Unmatched |
|
Raw data
OBJECTID
3044 BRKEY
3698 NBI No.
3698 On Under
1 Structure No.
0212R0335 X Control No.
012 Lane Ind.
Milepoint
03350 Facility Carried
S.H. 8 Feature Intersected
DRIFTWOOD CREEK Division
06 County
003 Location
3.4 MI.N.JCT.US64 Sufficiency
34.2 Kind Hwy
3 Level Service
1 Route No.
00008 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
22.7 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
1100 ADT Year
2010 Design Load
H 20 Skew
0 No. Main Spans
1 Road Width
22.7 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
23.005 Span Type Main
M Material
3 - Steel Design
02 Length
50.853 Deck Width
23.399 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
4 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
4 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
4 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
45.195 HS Inv. Rating Method
1 HS Inv. Method
27.117 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1760 Future ADT Year
2030 Bypass Detour
39.767756 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
03698 ODOT County
02 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
50ft. I-BM. SPAN Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
0212 0335 X H Index
58.0496 Latitude
36:50:44.91 Longitude
-98:21:35.53 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 8 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
03698 Vault Link
http://plansrv1/bridgemaintvault/b03698 GIS FO/SD
SD H Inv. Method
20.944 Latitude DD
36.84580833 Longitude DD
-98.35986944 ODOT County Number
2 Maint. Dist.
6 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
3044 x
-10949370.5805537 y
4417636.1940911 |
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| 03697 | 2220 0286 X | 3697 | — | S.H. 34 | CREEK | 2220 0286 X | 5-10ft.X8ft.X44ft. RDY. R.C.B. | 1932 | 35.85246389 | -99.35461389 | 56.102 | 46.001 | — | 5 | 0 | 2 | 44.003 | 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) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1500 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
3043 BRKEY
3697 NBI No.
3697 On Under
1 Structure No.
2220 0286 X Control No.
020 Lane Ind.
Milepoint
02860 Facility Carried
S.H. 34 Feature Intersected
CREEK Division
05 County
043 Location
3.0 MI N CUSTER C/L Sufficiency
90.7 Kind Hwy
3 Level Service
1 Route No.
00034 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
44.003 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1932 ADT Total
1500 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
5 Road Width
44.003 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
AG Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
56.102 Deck Width
46.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
8 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
55.5 HS Inv. Rating Method
1 HS Inv. Method
33.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2400 Future ADT Year
2042 Bypass Detour
64.001232 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
03697 ODOT County
22 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
5-10ft.X8ft.X44ft. RDY. R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2220 0286 X H Index
92.8909 Latitude
35:51:08.87 Longitude
-99:21:16.61 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 34 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03697 Vault Link
http://plansrv1/bridgemaintvault/b03697 GIS FO/SD
Meets Standards H Inv. Method
19.6 Latitude DD
35.85246389 Longitude DD
-99.35461389 ODOT County Number
22 Maint. Dist.
5 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
3043 x
-11060105.0261971 y
4280339.5745224 |
|||||||||||||||||||||||||||||||||||||
| 03612 | 5414 0360 X | 3612 | — | S.H. 56 | CREEK | 5414 0360 X | 2-10ft.X 8ft.X 44ft. RDY R.C. BOX SK. 45 DEG. | 1932 | 35.42823889 | -96.386125 | 32.152 | 0 | — | 2 | 45 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 98.3 | 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 | 920 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
3042 BRKEY
3612 NBI No.
3612 On Under
1 Structure No.
5414 0360 X Control No.
014 Lane Ind.
Milepoint
03600 Facility Carried
S.H. 56 Feature Intersected
CREEK Division
03 County
107 Location
3.6 MI E SEMINOLE CO Sufficiency
98.3 Kind Hwy
3 Level Service
1 Route No.
00056 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
1932 ADT Total
920 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
7 Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
32.152 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
5 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
5 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
58.5 HS Inv. Rating Method
1 HS Inv. Method
35.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1472 Future ADT Year
2042 Bypass Detour
8.077825 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
03612 ODOT County
54 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 8ft.X 44ft. RDY R.C. BOX SK. 45 DEG. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5414 0360 X H Index
97.4854 Latitude
35:25:41.66 Longitude
-96:23:10.05 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 56 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03612 Vault Link
http://plansrv1/bridgemaintvault/b03612 GIS FO/SD
Meets Standards H Inv. Method
25.9 Latitude DD
35.42823889 Longitude DD
-96.386125 ODOT County Number
54 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
3042 x
-10729654.3545368 y
4222230.46104648 |
|||||||||||||||||||||||||||||||||||||
| 03611 | 4106R0353 X | 3611 | — | S.H. 66 | CREEK | 4106R0353 X | 3-10ft.X6ft.X30ft. RC BOX | 1932 | 35.68166667 | -97.08333333 | 33.136 | 32.152 | — | 3 | 0 | 2 | 29.856 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 93.6 | 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 | 2200 | 2002 | 4 | Unmatched |
|
Raw data
OBJECTID
3041 BRKEY
3611 NBI No.
3611 On Under
1 Structure No.
4106R0353 X Control No.
006 Lane Ind.
Milepoint
03530 Facility Carried
S.H. 66 Feature Intersected
CREEK Division
03 County
081 Location
3.5 MI E OKLA. C/L Sufficiency
93.6 Kind Hwy
3 Level Service
1 Route No.
00066 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
21.982 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1932 ADT Total
2200 ADT Year
2002 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
29.856 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 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
33.136 Deck Width
32.152 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
6 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
0 Waterway Adequacy
6 Approach Alignment
7 HS Operating Rating Method
2 HS Operating Rating
48.612 HS Inv. Rating Method
2 HS Inv. Method
35.715 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
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
03611 ODOT County
41 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X6ft.X30ft. RC BOX Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4106R0353 X H Index
89.3807 Latitude
35:40:54 Longitude
-97:05:00 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
S.H. 66 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03611 Vault Link
http://plansrv1/bridgemaintvault/b03611 GIS FO/SD
Meets Standards H Inv. Method
-1 Latitude DD
35.68166667 Longitude DD
-97.08333333 ODOT County Number
41 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
3041 x
-10807267.2308092 y
4256907.14224895 |
|||||||||||||||||||||||||||||||||||||
| 03610 | 6240 0308 X | 3610 | — | S.H. 99 | DITCH DRAIN | 6240 0308 X | 3-10ft.X5ft.X36ft. RC BOX | 1932 | 34.54934444 | -96.63461111 | 34.121 | 22.001 | — | 3 | 0 | 2 | 22.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 74.6 | 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
3040 BRKEY
3610 NBI No.
3610 On Under
1 Structure No.
6240 0308 X Control No.
040 Lane Ind.
Milepoint
03080 Facility Carried
S.H. 99 Feature Intersected
DITCH DRAIN Division
03 County
123 Location
3.2 MI N JOHNSTON CO Sufficiency
74.6 Kind Hwy
3 Level Service
1 Route No.
00099 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
21.982 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1932 ADT Total
1300 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
22.001 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
34.121 Deck Width
22.001 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
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
57.3 HS Inv. Rating Method
1 HS Inv. Method
34.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2080 Future ADT Year
2042 Bypass Detour
44.738726 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
03610 ODOT County
62 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X5ft.X36ft. RC BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6240 0308 X H Index
97.36 Latitude
34:32:57.64 Longitude
-96:38:04.6 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 99 Scour
8 Design Structure
19 - Culvert FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03610 Vault Link
http://plansrv1/bridgemaintvault/b03610 GIS FO/SD
FO H Inv. Method
19.2 Latitude DD
34.54934444 Longitude DD
-96.63461111 ODOT County Number
62 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
3040 x
-10757315.7017712 y
4102806.25353916 |
|||||||||||||||||||||||||||||||||||||
| 03609 | 0420 0274 X | 3609 | — | U.S. 270 | CREEK | 0420 0274 X | 3-10ft.X 4ft.X 39.4ft. R.C. BOX. WITH HANDRAILS | 1932 | 36.867225 | -100.51271667 | 32.152 | 39.4 | — | 3 | 0 | 2 | 39.4 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 88.3 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 1800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
3039 BRKEY
3609 NBI No.
3609 On Under
1 Structure No.
0420 0274 X Control No.
020 Lane Ind.
Milepoint
02740 Facility Carried
U.S. 270 Feature Intersected
CREEK Division
06 County
007 Location
2.7 MI.S. JCT. US64 Sufficiency
88.3 Kind Hwy
2 Level Service
1 Route No.
00270 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.001 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
1932 ADT Total
1800 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
39.4 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
32.152 Deck Width
39.4 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
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
57.9 HS Inv. Rating Method
1 HS Inv. Method
34.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2880 Future ADT Year
2042 Bypass Detour
57.787521 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
03609 ODOT County
04 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X 4ft.X 39.4ft. R.C. BOX. WITH HANDRAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0420 0274 X H Index
92.3434 Latitude
36:52:02.01 Longitude
-100:30:45.78 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 270 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
03609 Vault Link
http://plansrv1/bridgemaintvault/b03609 GIS FO/SD
Meets Standards H Inv. Method
19.3 Latitude DD
36.867225 Longitude DD
-100.51271667 ODOT County Number
4 Maint. Dist.
6 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
3039 x
-11189024.437953 y
4420615.78831214 |
|||||||||||||||||||||||||||||||||||||
| 03608 | 4816 0238 X | 3608 | — | S.H. 99 | CREEK | 4816 0238 X | (3) 10ft. X 4ft. X 36ft. RCB | 1932 | 34.11219167 | -96.74092778 | 33.999 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 94.5 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 2000 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
3038 BRKEY
3608 NBI No.
3608 On Under
1 Structure No.
4816 0238 X Control No.
016 Lane Ind.
Milepoint
02380 Facility Carried
S.H. 99 Feature Intersected
CREEK Division
02 County
095 Location
2.38 NE JCT US-70 Sufficiency
94.5 Kind Hwy
3 Level Service
1 Route No.
00099 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
35 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
2000 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
32.001 Span Type Main
M Material
1 - Concrete Design
19 Length
33.999 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
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
3200 Future ADT Year
2042 Bypass Detour
16.777022 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
03608 ODOT County
48 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(3) 10ft. X 4ft. X 36ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4816 0238 X H Index
99.7106 Latitude
34:06:43.89 Longitude
-96:44:27.34 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 99 Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
17 NBI Text
03608 Vault Link
http://plansrv1/bridgemaintvault/b03608 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
34.11219167 Longitude DD
-96.74092778 ODOT County Number
48 Maint. Dist.
2 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
3038 x
-10769150.8193384 y
4043876.59313393 |
|||||||||||||||||||||||||||||||||||||
| 03607 | 6512 0225 X | 3607 | — | S.H. 33 | CREEK | 6512 0225 X | 3-10ft.X 3ft.X 31ft. RDY. R.C.B. | 1932 | 35.67070833 | -99.63666111 | 33.136 | 33.002 | — | 3 | 0 | 2 | 31.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 94.6 | 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 | 790 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
3037 BRKEY
3607 NBI No.
3607 On Under
1 Structure No.
6512 0225 X Control No.
012 Lane Ind.
Milepoint
02250 Facility Carried
S.H. 33 Feature Intersected
CREEK Division
05 County
129 Location
2.4 MI E JCT U.S. 283 Sufficiency
94.6 Kind Hwy
3 Level Service
1 Route No.
00033 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
31.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1932 ADT Total
790 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
31.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
24.003 Span Type Main
M Material
1 - Concrete Design
19 Length
33.136 Deck Width
33.002 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
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
57.9 HS Inv. Rating Method
1 HS Inv. Method
34.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1264 Future ADT Year
2042 Bypass Detour
39.999898 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
03607 ODOT County
65 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X 3ft.X 31ft. RDY. R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6512 0225 X H Index
67 Latitude
35:40:14.55 Longitude
-99:38:11.98 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 33 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03607 Vault Link
http://plansrv1/bridgemaintvault/b03607 GIS FO/SD
Meets Standards H Inv. Method
19.3 Latitude DD
35.67070833 Longitude DD
-99.63666111 ODOT County Number
65 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
3037 x
-11091502.3791072 y
4255405.43374507 |
|||||||||||||||||||||||||||||||||||||
| 03516 | 2022R0616 X | 3516 | — | S.H. 34 | CREEK | 2022R0616 X | 2-10ft.X 4ft.X 42ft. R.C.BOX | 1932 | 35.72276667 | -99.35886389 | 21.982 | 43.999 | — | 2 | 0 | 2 | 42.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 80.7 | 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) | B | 1220 | 1999 | 4 | Unmatched |
|
Raw data
OBJECTID
3036 BRKEY
3516 NBI No.
3516 On Under
1 Structure No.
2022R0616 X Control No.
022 Lane Ind.
Milepoint
06160 Facility Carried
S.H. 34 Feature Intersected
CREEK Division
05 County
039 Location
6.2 MI N JCT SH 33 Sufficiency
80.7 Kind Hwy
3 Level Service
1 Route No.
00034 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
42.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1932 ADT Total
1220 ADT Year
1999 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
42.001 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
2 Fill RCB
02 Appr. Roadway Width
36.001 Span Type Main
M Material
1 - Concrete Design
19 Length
21.982 Deck Width
43.999 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
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
5 Structure Rating
5 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
48.612 HS Inv. Rating Method
2 HS Inv. Method
48.612 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
1300 Future ADT Year
2017 Bypass Detour
47.22421 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
03516 ODOT County
20 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 4ft.X 42ft. R.C.BOX Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
2022R0616 X H Index
100 Latitude
35:43:21.96 Longitude
-99:21:31.91 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
S.H. 34 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03516 Vault Link
http://plansrv1/bridgemaintvault/b03516 GIS FO/SD
Meets Standards H Inv. Method
35.715 Latitude DD
35.72276667 Longitude DD
-99.35886389 ODOT County Number
20 Maint. Dist.
5 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
3036 x
-11060578.134033 y
4262541.24061346 |
|||||||||||||||||||||||||||||||||||||
| 03515 | 6504 0607 X | 3515 | — | U.S. 283 | CREEK | 6504 0607 X | 2-10ft.X 8ft.X 42ft. RDY. R.C.B. | 1932 | 35.695475 | -99.69443611 | 22.966 | 43.999 | — | 2 | 0 | 2 | 42.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 97.5 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 2200 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
3035 BRKEY
3515 NBI No.
3515 On Under
1 Structure No.
6504 0607 X Control No.
004 Lane Ind.
Milepoint
06070 Facility Carried
U.S. 283 Feature Intersected
CREEK Division
05 County
129 Location
6.0 MI N JCT S.H. 47 Sufficiency
97.5 Kind Hwy
2 Level Service
1 Route No.
00283 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
42.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1932 ADT Total
2200 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
42.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
3 Appr. Roadway Width
26.001 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
43.999 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
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
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
3520 Future ADT Year
2042 Bypass Detour
14.912909 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
03515 ODOT County
65 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 8ft.X 42ft. RDY. R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6504 0607 X H Index
69.25 Latitude
35:41:43.71 Longitude
-99:41:39.97 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
03515 Vault Link
http://plansrv1/bridgemaintvault/b03515 GIS FO/SD
Meets Standards H Inv. Method
36.6 Latitude DD
35.695475 Longitude DD
-99.69443611 ODOT County Number
65 Maint. Dist.
5 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
3035 x
-11097933.8626877 y
4258799.7012683 |
|||||||||||||||||||||||||||||||||||||
| 03514 | 0814 0551 X | 3514 | — | U.S. 281 | CREEK | 0814 0551 X | 2-10ft.X 7ft.X 93ft. R.C.B | 1932 | 35.37887778 | -98.37666944 | 22.999 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 93.4 | 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) | C | 2000 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
3034 BRKEY
3514 NBI No.
3514 On Under
1 Structure No.
0814 0551 X Control No.
014 Lane Ind.
Milepoint
05510 Facility Carried
U.S. 281 Feature Intersected
CREEK Division
07 County
015 Location
5.5 N SH152 IN BINGER Sufficiency
93.4 Kind Hwy
2 Level Service
1 Route No.
00281 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
39.4 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
1932 ADT Total
2000 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
39.4 Span Type Main
M Material
1 - Concrete Design
19 Length
22.999 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
8 Structure Rating
8 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
99.9 HS Inv. Rating Method
1 HS Inv. Method
95.4 H Operating Rating
2 H Inv. Rating Method
1 Future ADT
3200 Future ADT Year
2042 Bypass Detour
42.874612 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
03514 ODOT County
08 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 7ft.X 93ft. R.C.B Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0814 0551 X H Index
100 Latitude
35:22:43.96 Longitude
-98:22:36.01 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 281 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
37 NBI Text
03514 Vault Link
http://plansrv1/bridgemaintvault/b03514 GIS FO/SD
Meets Standards H Inv. Method
53 Latitude DD
35.37887778 Longitude DD
-98.37666944 ODOT County Number
8 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
3034 x
-10951240.747999 y
4215489.06842074 |
|||||||||||||||||||||||||||||||||||||
| 03513 | 0626 0537 X | 3513 | — | S.H. 58 | CREEK | 0626 0537 X | 2-10ft.X10ft.X62ft. RDY. R.C.B. | 1932 | 35.91901111 | -98.58302778 | 22.966 | 64.003 | — | 2 | 0 | 2 | 62.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 97.9 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 870 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
3033 BRKEY
3513 NBI No.
3513 On Under
1 Structure No.
0626 0537 X Control No.
026 Lane Ind.
Milepoint
05370 Facility Carried
S.H. 58 Feature Intersected
CREEK Division
05 County
011 Location
5.4 MI N JCT S.H. 33 Sufficiency
97.9 Kind Hwy
3 Level Service
1 Route No.
00058 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
62.001 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
870 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
62.001 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
2 Fill RCB
13 Appr. Roadway Width
28.002 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
64.003 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
99.9 HS Inv. Rating Method
1 HS Inv. Method
99.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1392 Future ADT Year
2042 Bypass Detour
31.689931 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
03513 ODOT County
06 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X10ft.X62ft. RDY. R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0626 0537 X H Index
67 Latitude
35:55:08.44 Longitude
-98:34:58.9 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 58 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03513 Vault Link
http://plansrv1/bridgemaintvault/b03513 GIS FO/SD
Meets Standards H Inv. Method
99.9 Latitude DD
35.91901111 Longitude DD
-98.58302778 ODOT County Number
6 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
3033 x
-10974212.4533287 y
4289483.14038658 |
|||||||||||||||||||||||||||||||||||||
| 03512 | 1714 0512 X | 3512 | — | S.H. 5 | CREEK | 1714 0512 X | 2-10ft.X 6ft.X 78ft. RC BOX SK.30 DEG. ON SOUTH END | 1932 | 34.36194444 | -98.31361111 | 22.966 | 77.999 | — | 2 | 0 | 2 | 26.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 75.3 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2700 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
3032 BRKEY
3512 NBI No.
3512 On Under
1 Structure No.
1714 0512 X Control No.
014 Lane Ind.
Milepoint
05120 Facility Carried
S.H. 5 Feature Intersected
CREEK Division
07 County
033 Location
.1 MI W JCT SH 53 Sufficiency
75.3 Kind Hwy
3 Level Service
1 Route No.
00005 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
26.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1932 ADT Total
2700 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
26.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
26.001 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
77.999 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
6 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
4 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
50.7 HS Inv. Rating Method
1 HS Inv. Method
30.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4320 Future ADT Year
2042 Bypass Detour
14.912909 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
30 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
03512 ODOT County
17 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 78ft. RC BOX SK.30 DEG. ON SOUTH END Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1714 0512 X H Index
100 Latitude
34:21:43 Longitude
-98:18:49 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 5 Scour
8 Design Structure
19 - Culvert FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
40 NBI Text
03512 Vault Link
http://plansrv1/bridgemaintvault/b03512 GIS FO/SD
FO H Inv. Method
23.5 Latitude DD
34.36194444 Longitude DD
-98.31361111 ODOT County Number
17 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
3032 x
-10944221.1268131 y
4077506.48315372 |
|||||||||||||||||||||||||||||||||||||
| 03511 | 6820R0473 X | 3511 | — | S.H. 141 | COOK CREEK | 6820 0473 X | 2-9ft. CONC. SLAB AND MASONRY BOX SK. 60 DEG. | 1932 | 35.38358889 | -94.72489722 | 22.999 | 26.001 | — | 2 | 30 | 2 | 23.999 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 55.9 | Fair (5) | Satisfactory (6) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 640 | 2007 | 4 | Unmatched |
|
Raw data
OBJECTID
3031 BRKEY
3511 NBI No.
3511 On Under
1 Structure No.
6820R0473 X Control No.
020 Lane Ind.
Milepoint
04730 Facility Carried
S.H. 141 Feature Intersected
COOK CREEK Division
01 County
135 Location
4.6 MI E JCT US 59 Sufficiency
55.9 Kind Hwy
3 Level Service
1 Route No.
00141 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
640 ADT Year
2007 Design Load
H 10 Skew
30 No. Main Spans
2 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
22.001 Span Type Main
M Material
1 - Concrete Design
01 Length
22.999 Deck Width
26.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
6 Sub Rating
5 Chan. Rating
5 Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
7 HS Operating Rating Method
2 HS Operating Rating
36.046 HS Inv. Rating Method
2 HS Inv. Method
19.952 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
1024 Future ADT Year
2027 Bypass Detour
17.000001 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
03511 ODOT County
68 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-9ft. CONC. SLAB AND MASONRY BOX SK. 60 DEG. Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6820 0473 X H Index
69.4974 Latitude
35:23:00.92 Longitude
-94:43:29.63 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 141 Scour
8 Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03511 Vault Link
http://plansrv1/bridgemaintvault/b03511 GIS FO/SD
Meets Standards H Inv. Method
13.007 Latitude DD
35.38358889 Longitude DD
-94.72489722 ODOT County Number
68 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
3031 x
-10544727.3239756 y
4216132.30050287 |
|||||||||||||||||||||||||||||||||||||
| 03420 | 0312R0335SX | 3420 | — | S.H. 3 EB | SAND CREEK | 0312 0207 XF | 30ft. - 60ft. - 30ft. I-BEAM | 1931 | 34.35308056 | -96.08689722 | 122.001 | 34.6 | — | 3 | 0 | 2 | 32.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Closed (K) | 31.9 | Failed (0) | Failed (0) | Failed (0) | Failed (0) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 2550 | 2012 | 4 | Unmatched |
|
Raw data
OBJECTID
3030 BRKEY
3420 NBI No.
3420 On Under
1 Structure No.
0312R0335SX Control No.
012 Lane Ind.
S Milepoint
03350 Facility Carried
S.H. 3 EB Feature Intersected
SAND CREEK Division
02 County
005 Location
3.35 E JCT US-69 Sufficiency
31.9 Kind Hwy
3 Level Service
1 Route No.
00003 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
34.6 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
1931 ADT Total
2550 ADT Year
2012 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
32.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
32.001 Span Type Main
M Material
3 - Steel Design
02 Length
122.001 Deck Width
34.6 Bridge Open Closed
K TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 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
0 Waterway Adequacy
0 Approach Alignment
0 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
4080 Future ADT Year
2032 Bypass Detour
0.099997 School Bus Rte.
3 Posted Weight
CLOSED 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
03420 ODOT County
03 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.299 Rt. Curb SW
1.299 Description
30ft. - 60ft. - 30ft. I-BEAM Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
0312 0207 XF H Index
96.1525 Latitude
34:21:11.09 Longitude
-96:05:12.83 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 3 EB Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
34 NBI Text
03420 Vault Link
http://plansrv1/bridgemaintvault/b03420 GIS FO/SD
Meets Standards H Inv. Method
0 Latitude DD
34.35308056 Longitude DD
-96.08689722 ODOT County Number
3 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
3030 x
-10696344.470436 y
4076311.22682688 |
|||||||||||||||||||||||||||||||||||||
| 03419 | 0312R1980 X | 3419 | — | S.H. 3 | COLD SPRINGS CREEK | 0312 1844 X | (3) 36ft. WF-BEAM SK 45° | 1931 | 34.25873056 | -95.83377778 | 112.001 | 25 | — | 3 | 45 | 2 | 22.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 13.6 | Serious (3) | Poor (4) | Serious (3) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 2400 | 2012 | 4 | Unmatched |
|
Raw data
OBJECTID
3029 BRKEY
3419 NBI No.
3419 On Under
1 Structure No.
0312R1980 X Control No.
012 Lane Ind.
Milepoint
19800 Facility Carried
S.H. 3 Feature Intersected
COLD SPRINGS CREEK Division
02 County
005 Location
19.7 MI.E.OF JCT.US69 Sufficiency
13.6 Kind Hwy
3 Level Service
1 Route No.
00003 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
02 - Principal Arterial Other (Rural) Year Built
1931 ADT Total
2400 ADT Year
2012 Design Load
H 20 Skew
45 No. Main Spans
3 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
27.999 Span Type Main
M Material
3 - Steel Design
02 Length
112.001 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.
1 Deck Rating
4 Super Rating
3 Sub Rating
7 Chan. Rating
6 Culv. Rating
N Structure Rating
3 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
44.8 HS Inv. Rating Method
1 HS Inv. Method
26.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3840 Future ADT Year
2032 Bypass Detour
9.9 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
03419 ODOT County
03 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
(3) 36ft. WF-BEAM SK 45° Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
0312 1844 X H Index
82.5682 Latitude
34:15:31.43 Longitude
-95:50:01.6 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 3 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
44 NBI Text
03419 Vault Link
http://plansrv1/bridgemaintvault/b03419 GIS FO/SD
SD H Inv. Method
17.9 Latitude DD
34.25873056 Longitude DD
-95.83377778 ODOT County Number
3 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
3029 x
-10668167.3432653 y
4063596.35391467 |
|||||||||||||||||||||||||||||||||||||
| 03418 | 2706R0649 X | 3418 | — | U.S. 64 | CREEK | 2706 0649 X | 5-22.5ft. CONC. SLAB SPANS W/ BACK/BACK FLEXBEAM RAILS | 1931 | 36.66607222 | -97.99172778 | 113.002 | 25 | — | 5 | 0 | 2 | 22.001 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 34.2 | Poor (4) | Poor (4) | Poor (4) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 1200 | 2014 | 4 | Unmatched |
|
Raw data
OBJECTID
3028 BRKEY
3418 NBI No.
3418 On Under
1 Structure No.
2706R0649 X Control No.
006 Lane Ind.
Milepoint
06490 Facility Carried
U.S. 64 Feature Intersected
CREEK Division
04 County
053 Location
6.5 MI E ALFALFA C/L Sufficiency
34.2 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
22.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1931 ADT Total
1200 ADT Year
2014 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
1 - Concrete Design
01 Length
113.002 Deck Width
25 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
4 Super Rating
4 Sub Rating
4 Chan. Rating
7 Culv. Rating
N Structure Rating
4 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
44.203 HS Inv. Rating Method
1 HS Inv. Method
25.243 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1920 Future ADT Year
2034 Bypass Detour
24.854848 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
Y Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
03418 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
5-22.5ft. CONC. SLAB SPANS W/ BACK/BACK FLEXBEAM RAILS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
2706 0649 X H Index
84.8362 Latitude
36:39:57.86 Longitude
-97:59:30.22 I257A
1 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 64 Scour
8 Design Structure
1 - Slab FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
27060649 NBI Text
03418 Vault Link
http://plansrv1/bridgemaintvault/b03418 GIS FO/SD
SD H Inv. Method
13.999 Latitude DD
36.66607222 Longitude DD
-97.99172778 ODOT County Number
27 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
3028 x
-10908389.2384227 y
4392663.2098356 |
|||||||||||||||||||||||||||||||||||||
| 03417 | 5102R0404 X | 3417 | — | U.S. 62 | CLOUD CREEK | 5102R0404 X | 80ft. PONY TRUSS & 36ft. I-BM. SPANS | 1931 | 35.63666667 | -95.65666667 | 119.094 | 22.999 | — | 1 | 0 | 2 | 22.001 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Open, temporary shoring (E) | 2 | Critical (2) | Serious (3) | Poor (4) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 1600 | 2004 | 4 | Unmatched |
|
Raw data
OBJECTID
3027 BRKEY
3417 NBI No.
3417 On Under
1 Structure No.
5102R0404 X Control No.
002 Lane Ind.
Milepoint
04040 Facility Carried
U.S. 62 Feature Intersected
CLOUD CREEK Division
01 County
101 Location
4.0 MI E-N C/L Sufficiency
2 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
22.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1931 ADT Total
1600 ADT Year
2004 Design Load
H 15 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
0 Appr. Roadway Width
36.001 Span Type Main
M Material
3 - Steel Design
10 Length
119.094 Deck Width
22.999 Bridge Open Closed
E TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
5 Deck Rating
3 Super Rating
4 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
2 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
5.952 HS Inv. Rating Method
1 HS Inv. Method
12.897 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2560 Future ADT Year
2024 Bypass Detour
34.175415 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
Y Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
03417 ODOT County
51 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
80ft. PONY TRUSS & 36ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5102R0404 X H Index
60.8845 Latitude
35:38:12 Longitude
-95:39:24 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
U.S. 62 Scour
8 Design Structure
10 - Truss - Thru FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
03417 NBI Text
03417 Vault Link
http://plansrv1/bridgemaintvault/b03417 GIS FO/SD
SD H Inv. Method
7.937 Latitude DD
35.63666667 Longitude DD
-95.65666667 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
3027 x
-10648451.4246863 y
4250741.74864763 |
|||||||||||||||||||||||||||||||||||||
| 03415 | 0818R1705 X | 3415 | — | S.H. 9 | BELLAMY CREEK | 0818 1705 X | 3-34ft. I-BM. SPANS | 1931 | 35.04941667 | -98.39545278 | 103.018 | 32.598 | — | 3 | 0 | 2 | 30 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 72.8 | Fair (5) | Fair (5) | Fair (5) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 2600 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
3025 BRKEY
3415 NBI No.
3415 On Under
1 Structure No.
0818R1705 X Control No.
018 Lane Ind.
Milepoint
17050 Facility Carried
S.H. 9 Feature Intersected
BELLAMY CREEK Division
07 County
015 Location
2.4 MI W JCT US 62 Sufficiency
72.8 Kind Hwy
3 Level Service
1 Route No.
00009 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
30 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1931 ADT Total
2600 ADT Year
2022 Design Load
H 15 Skew
0 No. Main Spans
3 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
30 Span Type Main
M Material
3 - Steel Design
02 Length
103.018 Deck Width
32.598 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
5 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
83 HS Inv. Rating Method
1 HS Inv. Method
50 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4160 Future ADT Year
2042 Bypass Detour
37.903642 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
03415 ODOT County
08 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-34ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
0818 1705 X H Index
89.6562 Latitude
35:02:57.9 Longitude
-98:23:43.63 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 9 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
64 NBI Text
03415 Vault Link
http://plansrv1/bridgemaintvault/b03415 GIS FO/SD
Meets Standards H Inv. Method
32 Latitude DD
35.04941667 Longitude DD
-98.39545278 ODOT County Number
8 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
3025 x
-10953331.6998432 y
4170598.70158959 |
|||||||||||||||||||||||||||||||||||||
| 03696 | 2014 0135 X | 3696 | — | S.H. 33 | CREEK | 2014 0135 X | 50ft. I-BEAM SPAN | 1932 | 35.63872222 | -99.35273889 | 50.853 | 31.001 | — | 1 | 0 | 2 | 28.002 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 62.2 | Fair (5) | Satisfactory (6) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 900 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
3024 BRKEY
3696 NBI No.
3696 On Under
1 Structure No.
2014 0135 X Control No.
014 Lane Ind.
Milepoint
01350 Facility Carried
S.H. 33 Feature Intersected
CREEK Division
05 County
039 Location
1.4 MI E JCT S.H. 34 Sufficiency
62.2 Kind Hwy
3 Level Service
1 Route No.
00033 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
28.002 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
900 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
1 Road Width
28.002 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
32.001 Span Type Main
M Material
3 - Steel Design
02 Length
50.853 Deck Width
31.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
6 Sub Rating
5 Chan. Rating
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
44.6 HS Inv. Rating Method
1 HS Inv. Method
26.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1440 Future ADT Year
2042 Bypass Detour
49.088324 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
03696 ODOT County
20 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
50ft. I-BEAM SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2014 0135 X H Index
74.4006 Latitude
35:38:19.4 Longitude
-99:21:09.86 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 33 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
03696 Vault Link
http://plansrv1/bridgemaintvault/b03696 GIS FO/SD
Meets Standards H Inv. Method
20.6 Latitude DD
35.63872222 Longitude DD
-99.35273889 ODOT County Number
20 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
3024 x
-11059896.3021519 y
4251023.3012758 |
|||||||||||||||||||||||||||||||||||||
| 03606 | 0422 0218 X | 3606 | — | U.S. 270 | CREEK | 0422 0218 X | 3-10ft.X 7ft.X 100ft. R.C. BOX. | 1932 | 36.61614167 | -100.48407778 | 32.152 | 100 | — | 3 | 0 | 2 | 98.501 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 84.1 | 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 | 2200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
3018 BRKEY
3606 NBI No.
3606 On Under
1 Structure No.
0422 0218 X Control No.
022 Lane Ind.
Milepoint
02180 Facility Carried
U.S. 270 Feature Intersected
CREEK Division
06 County
007 Location
2.2 MI.E. JCT. SH23 Sufficiency
84.1 Kind Hwy
2 Level Service
1 Route No.
00270 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
1932 ADT Total
2200 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
98.501 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
32.152 Deck Width
100 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
9 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
90.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3520 Future ADT Year
2042 Bypass Detour
70.214944 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
03606 ODOT County
04 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X 7ft.X 100ft. R.C. BOX. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0422 0218 X H Index
94.717 Latitude
36:36:58.11 Longitude
-100:29:02.68 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 270 Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
03606 Vault Link
http://plansrv1/bridgemaintvault/b03606 GIS FO/SD
Meets Standards H Inv. Method
50.7 Latitude DD
36.61614167 Longitude DD
-100.48407778 ODOT County Number
4 Maint. Dist.
6 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
3018 x
-11185836.3713013 y
4385736.09559886 |
|||||||||||||||||||||||||||||||||||||
| 03605 | 0118 0216 X | 3605 | — | S.H. 100 | W. BRANCH JENKINS CREEK | 0118 0216 X | 3-8'X 4'X 42' R.C.B. SK. 60 DEG. | 1932 | 35.79042222 | -94.59241111 | 32.152 | 37.001 | — | 3 | 30 | 2 | 30.03 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 93.4 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1600 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
3017 BRKEY
3605 NBI No.
3605 On Under
1 Structure No.
0118 0216 X Control No.
018 Lane Ind.
Milepoint
02160 Facility Carried
S.H. 100 Feature Intersected
W. BRANCH JENKINS CREEK Division
01 County
001 Location
2.1 MI.E.JCT.US59 Sufficiency
93.4 Kind Hwy
3 Level Service
1 Route No.
00100 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
30.03 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1932 ADT Total
1600 ADT Year
2022 Design Load
H 20 Skew
30 No. Main Spans
3 Road Width
30.03 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
32.152 Deck Width
37.001 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 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
2560 Future ADT Year
2042 Bypass Detour
14.291537 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
03605 ODOT County
01 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-8'X 4'X 42' R.C.B. SK. 60 DEG. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0118 0216 X H Index
95.38 Latitude
35:47:25.52 Longitude
-94:35:32.68 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 100 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
03605 NBI Text
03605 Vault Link
http://plansrv1/bridgemaintvault/b03605 GIS FO/SD
Meets Standards H Inv. Method
22.6 Latitude DD
35.79042222 Longitude DD
-94.59241111 ODOT County Number
1 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
3017 x
-10529979.0376732 y
4271821.97971883 |
|||||||||||||||||||||||||||||||||||||
| 03604 | 6820 0202 X | 3604 | — | S.H. 141 | LITTLE SKIN CREEK | 6820 0202 X | (3) 10ft. X 9ft. X 28.4ft. LONG RCB | 1932 | 35.37642222 | -94.76455278 | 34 | 26 | — | 3 | 0 | 2 | 24 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 78.4 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 980 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
3016 BRKEY
3604 NBI No.
3604 On Under
1 Structure No.
6820 0202 X Control No.
020 Lane Ind.
Milepoint
02020 Facility Carried
S.H. 141 Feature Intersected
LITTLE SKIN CREEK Division
01 County
135 Location
2.02 E JCT US-59 Sufficiency
78.4 Kind Hwy
3 Level Service
1 Route No.
00141 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
24 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
980 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
24 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
22 Span Type Main
M Material
1 - Concrete Design
19 Length
34 Deck Width
26 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
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
7 HS Operating Rating Method
2 HS Operating Rating
49.1 HS Inv. Rating Method
2 HS Inv. Method
36 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
1568 Future ADT Year
2042 Bypass Detour
17 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
03604 ODOT County
68 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(3) 10ft. X 9ft. X 28.4ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6820 0202 X H Index
68.4424 Latitude
35:22:35.12 Longitude
-94:45:52.39 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 141 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
20-0202 NBI Text
03604 Vault Link
http://plansrv1/bridgemaintvault/b03604 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
35.37642222 Longitude DD
-94.76455278 ODOT County Number
68 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
3016 x
-10549141.7607219 y
4215153.81307236 |
|||||||||||||||||||||||||||||||||||||
| 03603 | 7704 0210 X | 3603 | — | U.S. 183 | CREEK | 7704 0192 X | 3-10ft.X 6ft.X 129ft. R.C.BOX | 1932 | 36.412256 | -99.378669 | 34.121 | 128.999 | — | 3 | 0 | 4 | 127.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 95.7 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | C | 9400 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
3015 BRKEY
3603 NBI No.
3603 On Under
1 Structure No.
7704 0210 X Control No.
004 Lane Ind.
Milepoint
02100 Facility Carried
U.S. 183 Feature Intersected
CREEK Division
06 County
153 Location
2.1 MI NW JCT SH 34 Sufficiency
95.7 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
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
1932 ADT Total
9400 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
127.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
3 Appr. Roadway Width
78.022 Span Type Main
M Material
1 - Concrete Design
19 Length
34.121 Deck Width
128.999 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
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
99.9 HS Inv. Rating Method
1 HS Inv. Method
63.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
15040 Future ADT Year
2042 Bypass Detour
1.864114 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
50 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
03603 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
3-10ft.X 6ft.X 129ft. R.C.BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7704 0192 X H Index
96.37 Latitude
36:24:44.12 Longitude
-99:22:43.21 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
03603 Vault Link
http://plansrv1/bridgemaintvault/b03603 GIS FO/SD
Meets Standards H Inv. Method
35 Latitude DD
36.412256 Longitude DD
-99.378669 ODOT County Number
77 Maint. Dist.
6 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
3015 x
-11062782.8287933 y
4357496.44424546 |
|||||||||||||||||||||||||||||||||||||
| 03602 | 7704 0178 X | 3602 | — | U.S. 183 | CREEK | 7704 0160 X | 3-10ft.X 6ft.X 126ft. R.C.BOX | 1932 | 36.408842 | -99.374692 | 34.121 | 0 | — | 3 | 0 | 5 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 80.6 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | C | 8400 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
3014 BRKEY
3602 NBI No.
3602 On Under
1 Structure No.
7704 0178 X Control No.
004 Lane Ind.
Milepoint
01780 Facility Carried
U.S. 183 Feature Intersected
CREEK Division
06 County
153 Location
1.78 MI NW JCT SH 34 Sufficiency
80.6 Kind Hwy
2 Level Service
1 Route No.
00183 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
77.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
1932 ADT Total
8400 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
5 Fill RCB
3 Appr. Roadway Width
78.022 Span Type Main
M Material
1 - Concrete Design
19 Length
34.121 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
99.9 HS Inv. Rating Method
1 HS Inv. Method
63.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
13440 Future ADT Year
2042 Bypass Detour
1.864114 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
50 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
03602 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
3-10ft.X 6ft.X 126ft. R.C.BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7704 0160 X H Index
97.4227 Latitude
36:24:31.83 Longitude
-99:22:28.89 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
-1 NBI Text
03602 Vault Link
http://plansrv1/bridgemaintvault/b03602 GIS FO/SD
Meets Standards H Inv. Method
35 Latitude DD
36.408842 Longitude DD
-99.374692 ODOT County Number
77 Maint. Dist.
6 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
3014 x
-11062340.1111784 y
4357024.21257454 |
|||||||||||||||||||||||||||||||||||||
| 03601 | 3012 0132 X | 3601 | — | U.S. 270 | CREEK | 3012 0132 X | 3-10ft.X 5ft.X 104ft. R.C.BOX | 1932 | 36.622125 | -99.980472 | 34.121 | 103.999 | — | 3 | 0 | 2 | 102 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 87.2 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 2300 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
3013 BRKEY
3601 NBI No.
3601 On Under
1 Structure No.
3012 0132 X Control No.
012 Lane Ind.
Milepoint
01320 Facility Carried
U.S. 270 Feature Intersected
CREEK Division
06 County
059 Location
1.4 MI E BEAVER C/L Sufficiency
87.2 Kind Hwy
2 Level Service
1 Route No.
00270 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
1932 ADT Total
2300 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
102 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
34.121 Deck Width
103.999 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
57.3 HS Inv. Rating Method
1 HS Inv. Method
34.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3680 Future ADT Year
2042 Bypass Detour
65.243975 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
_ Advanced Warning Sign
N Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
03601 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
3-10ft.X 5ft.X 104ft. R.C.BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3012 0132 X H Index
96.8304 Latitude
36:37:19.65 Longitude
-99:58:49.7 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 270 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03601 Vault Link
http://plansrv1/bridgemaintvault/b03601 GIS FO/SD
Meets Standards H Inv. Method
19.2 Latitude DD
36.622125 Longitude DD
-99.980472 ODOT County Number
30 Maint. Dist.
6 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
3013 x
-11129775.2323111 y
4386565.95610272 |
|||||||||||||||||||||||||||||||||||||
| 03510 | 2804 0464 X | 3510 | — | U.S. 283 | CREEK | 2804 0464 X | 3-8ft. X 5ft. X 36ft. RDY. R.C.B. W/ CONC. HANDRAILS | 1932 | 35.02574722 | -99.501225 | 27.887 | 38.002 | — | 3 | 0 | 2 | 36.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 95.1 | 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) | C | 1300 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
3012 BRKEY
3510 NBI No.
3510 On Under
1 Structure No.
2804 0464 X Control No.
004 Lane Ind.
Milepoint
04640 Facility Carried
U.S. 283 Feature Intersected
CREEK Division
05 County
055 Location
4.8 MI N JCT S.H. 9 E. Sufficiency
95.1 Kind Hwy
2 Level Service
1 Route No.
00283 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
36.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1932 ADT Total
1300 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
36.001 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
2 Fill RCB
AG Appr. Roadway Width
26.001 Span Type Main
M Material
1 - Concrete Design
19 Length
27.887 Deck Width
38.002 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
7 Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
57.5 HS Inv. Rating Method
1 HS Inv. Method
34.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2080 Future ADT Year
2042 Bypass Detour
44.117354 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
03510 ODOT County
28 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 36ft. RDY. R.C.B. W/ CONC. HANDRAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2804 0464 X H Index
95.0053 Latitude
35:01:32.69 Longitude
-99:30:04.41 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
03510 Vault Link
http://plansrv1/bridgemaintvault/b03510 GIS FO/SD
Meets Standards H Inv. Method
21.9 Latitude DD
35.02574722 Longitude DD
-99.501225 ODOT County Number
28 Maint. Dist.
5 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
3012 x
-11076425.7003069 y
4167380.63913075 |
|||||||||||||||||||||||||||||||||||||
| 03509 | 6504 0404 X | 3509 | — | U.S. 283 | CREEK | 6504 0404 X | 2-10ft.X 10ft.X 101ft. RDY R.C.B. | 1932 | 35.67071111 | -99.67536111 | 22.966 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 96.7 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 2100 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
3011 BRKEY
3509 NBI No.
3509 On Under
1 Structure No.
6504 0404 X Control No.
004 Lane Ind.
Milepoint
04040 Facility Carried
U.S. 283 Feature Intersected
CREEK Division
05 County
129 Location
4.0 MI N JCT S.H. 47 Sufficiency
96.7 Kind Hwy
2 Level Service
1 Route No.
00283 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
06 - Minor Arterial (Rural) Year Built
1932 ADT Total
2100 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
8 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
0 Bridge Open Closed
A TSF Rail
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
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
55.9 HS Inv. Rating Method
1 HS Inv. Method
33.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3360 Future ADT Year
2042 Bypass Detour
14.912909 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
03509 ODOT County
65 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 10ft.X 101ft. RDY R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6504 0404 X H Index
96.7 Latitude
35:40:14.56 Longitude
-99:40:31.3 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
03509 Vault Link
http://plansrv1/bridgemaintvault/b03509 GIS FO/SD
Meets Standards H Inv. Method
25.8 Latitude DD
35.67071111 Longitude DD
-99.67536111 ODOT County Number
65 Maint. Dist.
5 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
3011 x
-11095810.4434009 y
4255405.81468445 |
|||||||||||||||||||||||||||||||||||||
| 03508 | 4816 0383 X | 3508 | — | S.H. 99 | CREEK | 4816 0383 X | (2) 10ft. X 5ft. X 37ft. RCB | 1932 | 34.12785556 | -96.724125 | 22.999 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 83.1 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Fair (5) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 2000 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
3010 BRKEY
3508 NBI No.
3508 On Under
1 Structure No.
4816 0383 X Control No.
016 Lane Ind.
Milepoint
03830 Facility Carried
S.H. 99 Feature Intersected
CREEK Division
02 County
095 Location
3.83 NE JCT US-70 Sufficiency
83.1 Kind Hwy
3 Level Service
1 Route No.
00099 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
35 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
2000 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
32.001 Span Type Main
M Material
1 - Concrete Design
19 Length
22.999 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
5 Structure Rating
5 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
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
3200 Future ADT Year
2042 Bypass Detour
16.777022 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
03508 ODOT County
48 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(2) 10ft. X 5ft. X 37ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4816 0383 X H Index
96.6152 Latitude
34:07:40.28 Longitude
-96:43:26.85 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 99 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
18 NBI Text
03508 Vault Link
http://plansrv1/bridgemaintvault/b03508 GIS FO/SD
Meets Standards H Inv. Method
36.9 Latitude DD
34.12785556 Longitude DD
-96.724125 ODOT County Number
48 Maint. Dist.
2 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
3010 x
-10767280.3424249 y
4045982.85155974 |
|||||||||||||||||||||||||||||||||||||
| 03507 | 4106R0381 X | 3507 | — | S.H. 66 | CAPTAIN CREEK O'FLOW | 4106R0381 X | 3-8ft.X10ft.X56ft. RC BOX | 1932 | 35.68166667 | -97.07833333 | 28.871 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 99.4 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2200 | 2002 | 4 | Unmatched |
|
Raw data
OBJECTID
3009 BRKEY
3507 NBI No.
3507 On Under
1 Structure No.
4106R0381 X Control No.
006 Lane Ind.
Milepoint
03810 Facility Carried
S.H. 66 Feature Intersected
CAPTAIN CREEK O'FLOW Division
03 County
081 Location
3.8 MI E OKLA. C/L Sufficiency
99.4 Kind Hwy
3 Level Service
1 Route No.
00066 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
1932 ADT Total
2200 ADT Year
2002 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
07 Appr. Roadway Width
33.999 Span Type Main
M Material
1 - Concrete Design
19 Length
28.871 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
6 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
0 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
48.612 HS Inv. Rating Method
2 HS Inv. Method
35.715 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
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
03507 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
3-8ft.X10ft.X56ft. RC BOX Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4106R0381 X H Index
95.38 Latitude
35:40:54 Longitude
-97:04:42 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
S.H. 66 Scour
2 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03507 Vault Link
http://plansrv1/bridgemaintvault/b03507 GIS FO/SD
Meets Standards H Inv. Method
-1 Latitude DD
35.68166667 Longitude DD
-97.07833333 ODOT County Number
41 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
3009 x
-10806710.6333553 y
4256907.14224895 |
|||||||||||||||||||||||||||||||||||||
| 03506 | 6724 0363 X | 3506 | — | S.H. 56 | CREEK | 6724 0363 X | 2-10ft.X 6ft.X 48ft. RDY R.C.BOX W/ 4ft. DROP INLET UPSTREAM | 1932 | 35.28425556 | -96.45897778 | 22.966 | 40 | — | 2 | 0 | 2 | 40 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 97.2 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1300 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
3008 BRKEY
3506 NBI No.
3506 On Under
1 Structure No.
6724 0363 X Control No.
024 Lane Ind.
Milepoint
03630 Facility Carried
S.H. 56 Feature Intersected
CREEK Division
03 County
133 Location
3.7 MI N JCT SH 9 Sufficiency
97.2 Kind Hwy
3 Level Service
1 Route No.
00056 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
07 - Major Collector (Rural) Year Built
1932 ADT Total
1300 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 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
22.966 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
6 Culv. Rating
8 Structure Rating
8 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 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
2080 Future ADT Year
2042 Bypass Detour
27.961703 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
03506 ODOT County
67 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 6ft.X 48ft. RDY R.C.BOX W/ 4ft. DROP INLET UPSTREAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6724 0363 X H Index
99.67 Latitude
35:17:03.32 Longitude
-96:27:32.32 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 56 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03506 Vault Link
http://plansrv1/bridgemaintvault/b03506 GIS FO/SD
Meets Standards H Inv. Method
20.2 Latitude DD
35.28425556 Longitude DD
-96.45897778 ODOT County Number
67 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
3008 x
-10737764.2889093 y
4202577.75052198 |
|||||||||||||||||||||||||||||||||||||
| 03505 | 3404 0358 X | 3505 | — | U.S. 70 | CREEK | 3404 0358 X | 2 - 10ft. X 3ft. X 49ft. RCB | 1932 | 34.15830556 | -97.91934167 | 21.982 | 0 | — | 2 | 0 | 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) | C | 1200 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
3007 BRKEY
3505 NBI No.
3505 On Under
1 Structure No.
3404 0358 X Control No.
004 Lane Ind.
Milepoint
03580 Facility Carried
U.S. 70 Feature Intersected
CREEK Division
07 County
067 Location
3.7 MI E JCT US81 Sufficiency
95.6 Kind Hwy
2 Level Service
1 Route No.
00070 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
48.999 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
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
37.999 Span Type Main
M Material
1 - Concrete Design
19 Length
21.982 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
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
67.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1920 Future ADT Year
2042 Bypass Detour
45.999999 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
03505 ODOT County
34 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2 - 10ft. X 3ft. X 49ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3404 0358 X H Index
98.3823 Latitude
34:09:29.9 Longitude
-97:55:09.63 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 70 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
008 NBI Text
03505 Vault Link
http://plansrv1/bridgemaintvault/b03505 GIS FO/SD
Meets Standards H Inv. Method
37.5 Latitude DD
34.15830556 Longitude DD
-97.91934167 ODOT County Number
34 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
3007 x
-10900331.253517 y
4050078.45409136 |
|||||||||||||||||||||||||||||||||||||
| 03414 | 4726R1627 X | 3414 | — | U.S. 412 | CHEYENNE CREEK | 4726R1627 X | 3-36ft. I-BM. SPANS | 1931 | 36.36166667 | -98.62 | 108.924 | 25 | — | 3 | 0 | 2 | 22.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Closed (K) | 4 | Failed (0) | Poor (4) | Fair (5) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 1630 | 1999 | 4 | Unmatched |
|
Raw data
OBJECTID
3006 BRKEY
3414 NBI No.
3414 On Under
1 Structure No.
4726R1627 X Control No.
026 Lane Ind.
Milepoint
16270 Facility Carried
U.S. 412 Feature Intersected
CHEYENNE CREEK Division
06 County
093 Location
8.1 MI W JCT US 60 Sufficiency
4 Kind Hwy
2 Level Service
1 Route No.
00412 Service Type On
1 Service Type Off
5 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
02 - Principal Arterial Other (Rural) Year Built
1931 ADT Total
1630 ADT Year
1999 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
22.001 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
32.001 Span Type Main
M Material
3 - Steel Design
02 Length
108.924 Deck Width
25 Bridge Open Closed
K TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
9 Deck Rating
4 Super Rating
5 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
0 Deck Geometry
3 Underclearance
N Bridge Posting
0 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
0 HS Inv. Rating Method
2 HS Inv. Method
0 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
1600 Future ADT Year
2017 Bypass Detour
47.22421 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
03414 ODOT County
47 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-36ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4726R1627 X H Index
75.6528 Latitude
36:21:42 Longitude
-98:37:12 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
U.S. 412 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
03414 Vault Link
http://plansrv1/bridgemaintvault/b03414 GIS FO/SD
SD H Inv. Method
0 Latitude DD
36.36166667 Longitude DD
-98.62 ODOT County Number
47 Maint. Dist.
6 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
3006 x
-10978328.1820326 y
4350500.9445804 |
|||||||||||||||||||||||||||||||||||||
| 03413 | 0818R1532 X | 3413 | — | S.H. 9 | TWO HATCHET CREEK | 0818 1532 X | 3-34ft. I-BM. SPANS | 1931 | 35.06966111 | -98.412175 | 103.018 | 32.598 | — | 3 | 0 | 2 | 30 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 72.8 | Fair (5) | Fair (5) | Fair (5) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 2600 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
3005 BRKEY
3413 NBI No.
3413 On Under
1 Structure No.
0818R1532 X Control No.
018 Lane Ind.
Milepoint
15320 Facility Carried
S.H. 9 Feature Intersected
TWO HATCHET CREEK Division
07 County
015 Location
4.1 MI W JCT US 62 Sufficiency
72.8 Kind Hwy
3 Level Service
1 Route No.
00009 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
30 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1931 ADT Total
2600 ADT Year
2022 Design Load
H 15 Skew
0 No. Main Spans
3 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
30 Span Type Main
M Material
3 - Steel Design
02 Length
103.018 Deck Width
32.598 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
5 Sub Rating
6 Chan. Rating
5 Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
64 HS Inv. Rating Method
1 HS Inv. Method
38 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4160 Future ADT Year
2042 Bypass Detour
37.903642 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
03413 ODOT County
08 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-34ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
0818 1532 X H Index
91.8594 Latitude
35:04:10.78 Longitude
-98:24:43.83 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 9 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
63 NBI Text
03413 Vault Link
http://plansrv1/bridgemaintvault/b03413 GIS FO/SD
Meets Standards H Inv. Method
25 Latitude DD
35.06966111 Longitude DD
-98.412175 ODOT County Number
8 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
3005 x
-10955193.2088585 y
4173351.84487889 |
|||||||||||||||||||||||||||||||||||||
| 03412 | 4116R1080 X | 3412 | — | S.H. 18 | WEST BEAVER CREEK | 4116 1080 X | 26ft.-50ft.-26ft.I-BM SPAN | 1931 | 35.85896667 | -96.87649722 | 104.987 | 25 | — | 3 | 45 | 2 | 22.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 5.5 | Serious (3) | Poor (4) | Fair (5) | Serious (3) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2200 | 2011 | 4 | Unmatched |
|
Raw data
OBJECTID
3004 BRKEY
3412 NBI No.
3412 On Under
1 Structure No.
4116R1080 X Control No.
016 Lane Ind.
Milepoint
10800 Facility Carried
S.H. 18 Feature Intersected
WEST BEAVER CREEK Division
03 County
081 Location
11.0 MI N JCT SH 66 Sufficiency
5.5 Kind Hwy
3 Level Service
1 Route No.
00018 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
1931 ADT Total
2200 ADT Year
2011 Design Load
H 20 Skew
45 No. Main Spans
3 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
104.987 Deck Width
25 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
4 Deck Rating
4 Super Rating
5 Sub Rating
3 Chan. Rating
5 Culv. Rating
N Structure Rating
3 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
37.589 HS Inv. Rating Method
1 HS Inv. Method
22.487 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3520 Future ADT Year
2031 Bypass Detour
29.204446 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
03412 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
26ft.-50ft.-26ft.I-BM SPAN Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4116 1080 X H Index
74.6016 Latitude
35:51:32.28 Longitude
-96:52:35.39 I257A
1 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 18 Scour
3 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03412 Vault Link
http://plansrv1/bridgemaintvault/b03412 GIS FO/SD
SD H Inv. Method
17.417 Latitude DD
35.85896667 Longitude DD
-96.87649722 ODOT County Number
41 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
3004 x
-10784242.3403664 y
4281232.71575576 |
|||||||||||||||||||||||||||||||||||||
| 03411 | 1714R0924 X | 3411 | — | S.H. 5 | SOLDIERS CREEK | 1714 0924 X | 100ft. PONY TRUSS | 1931 | 34.30035 | -98.31338889 | 102.999 | 25 | — | 1 | 0 | 2 | 22.001 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 51.2 | Fair (5) | Fair (5) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1300 | 2014 | 4 | Unmatched |
|
Raw data
OBJECTID
3003 BRKEY
3411 NBI No.
3411 On Under
1 Structure No.
1714R0924 X Control No.
014 Lane Ind.
Milepoint
09240 Facility Carried
S.H. 5 Feature Intersected
SOLDIERS CREEK Division
07 County
033 Location
4.2 MI S JCT SH 53 Sufficiency
51.2 Kind Hwy
3 Level Service
1 Route No.
00005 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
1931 ADT Total
1300 ADT Year
2014 Design Load
H 15 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
26.001 Span Type Main
M Material
3 - Steel Design
10 Length
102.999 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
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
1 HS Operating Rating
41.4 HS Inv. Rating Method
1 HS Inv. Method
24.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2080 Future ADT Year
2034 Bypass Detour
14.912909 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
03411 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 Rt. Curb SW
0 Description
100ft. PONY TRUSS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1714 0924 X H Index
65.5621 Latitude
34:18:01.26 Longitude
-98:18:48.2 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
S.H. 5 Scour
8 Design Structure
10 - Truss - Thru FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
41 NBI Text
03411 Vault Link
http://plansrv1/bridgemaintvault/b03411 GIS FO/SD
Meets Standards H Inv. Method
15.7 Latitude DD
34.30035 Longitude DD
-98.31338889 ODOT County Number
17 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
3003 x
-10944196.3893959 y
4069203.34656898 |
|||||||||||||||||||||||||||||||||||||
| 03410 | 2706R0728 X | 3410 | — | U.S. 64 | SAND CREEK | 2706 0728 X | 3-36ft. CONC. GIRDER SPANS W/ BACK/BACK FLEXBEAM RAILS | 1931 | 36.66609722 | -97.97379444 | 109.334 | 25 | — | 3 | 0 | 2 | 22.001 | 1 - Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 8.1 | Serious (3) | Poor (4) | Serious (3) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 1200 | 2014 | 4 | Unmatched |
|
Raw data
OBJECTID
3002 BRKEY
3410 NBI No.
3410 On Under
1 Structure No.
2706R0728 X Control No.
006 Lane Ind.
Milepoint
07280 Facility Carried
U.S. 64 Feature Intersected
SAND CREEK Division
04 County
053 Location
7.3 MI E ALFALFA C/L Sufficiency
8.1 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
22.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1931 ADT Total
1200 ADT Year
2014 Design Load
H 15 Skew
0 No. Main Spans
3 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
1 - Concrete Design
02 Length
109.334 Deck Width
25 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
4 Super Rating
3 Sub Rating
6 Chan. Rating
7 Culv. Rating
N Structure Rating
3 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
40.455 HS Inv. Rating Method
1 HS Inv. Method
24.251 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1920 Future ADT Year
2034 Bypass Detour
24.854848 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
Y Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
03410 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
1.499 Rt. Curb SW
1.499 Description
3-36ft. CONC. GIRDER SPANS W/ BACK/BACK FLEXBEAM RAILS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
2706 0728 X H Index
83.5227 Latitude
36:39:57.95 Longitude
-97:58:25.66 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 64 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
27060728 NBI Text
03410 Vault Link
http://plansrv1/bridgemaintvault/b03410 GIS FO/SD
SD H Inv. Method
15.984 Latitude DD
36.66609722 Longitude DD
-97.97379444 ODOT County Number
27 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
3002 x
-10906392.9081457 y
4392666.67933536 |
|||||||||||||||||||||||||||||||||||||
| 03409 | 2706R0676 X | 3409 | — | U.S. 64 | COLDWATER CREEK | 2706 0676 X | 3-36ft. CONC. GIRDER SPANS W/ BACK/BACK FLEXBEAM RAILS | 1931 | 36.666075 | -97.98676111 | 109.334 | 25 | — | 3 | 0 | 2 | 22.001 | 1 - Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 8.1 | Serious (3) | Poor (4) | Serious (3) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 1200 | 2014 | 4 | Unmatched |
|
Raw data
OBJECTID
3001 BRKEY
3409 NBI No.
3409 On Under
1 Structure No.
2706R0676 X Control No.
006 Lane Ind.
Milepoint
06760 Facility Carried
U.S. 64 Feature Intersected
COLDWATER CREEK Division
04 County
053 Location
6.8 MI E ALFALFA C/L Sufficiency
8.1 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
22.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1931 ADT Total
1200 ADT Year
2014 Design Load
H 15 Skew
0 No. Main Spans
3 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
1 - Concrete Design
02 Length
109.334 Deck Width
25 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
4 Super Rating
3 Sub Rating
5 Chan. Rating
7 Culv. Rating
N Structure Rating
3 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
40.455 HS Inv. Rating Method
1 HS Inv. Method
24.251 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1920 Future ADT Year
2034 Bypass Detour
24.854848 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
Y Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
03409 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
1.499 Rt. Curb SW
1.499 Description
3-36ft. CONC. GIRDER SPANS W/ BACK/BACK FLEXBEAM RAILS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
2706 0676 X H Index
81.4959 Latitude
36:39:57.87 Longitude
-97:59:12.34 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 64 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
27060676 NBI Text
03409 Vault Link
http://plansrv1/bridgemaintvault/b03409 GIS FO/SD
SD H Inv. Method
15.984 Latitude DD
36.666075 Longitude DD
-97.98676111 ODOT County Number
27 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
3001 x
-10907836.3512473 y
4392663.59564391 |
|||||||||||||||||||||||||||||||||||||
| 03690 | 0422 2687 X | 3690 | — | U.S. 270 | CREEK | 0422 2692 X | 4-10ft.X 6ft.X 86.4ft. R.C.BOX | 1932 | 36.615775 | -100.040281 | 42.979 | 86.401 | — | 4 | 0 | 2 | 84.6 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 81.8 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 2000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
3000 BRKEY
3690 NBI No.
3690 On Under
1 Structure No.
0422 2687 X Control No.
022 Lane Ind.
Milepoint
26870 Facility Carried
U.S. 270 Feature Intersected
CREEK Division
06 County
007 Location
1.8 MI.W. HARPER CL Sufficiency
81.8 Kind Hwy
2 Level Service
1 Route No.
00270 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
84.6 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
1932 ADT Total
2000 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
4 Road Width
84.6 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
42.979 Deck Width
86.401 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
6 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
47.4 HS Inv. Rating Method
1 HS Inv. Method
28.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3200 Future ADT Year
2042 Bypass Detour
70.214944 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
03690 ODOT County
04 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
4-10ft.X 6ft.X 86.4ft. R.C.BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0422 2692 X H Index
93.7948 Latitude
36:36:56.79 Longitude
-100:02:25.01 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 270 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
03690 Vault Link
http://plansrv1/bridgemaintvault/b03690 GIS FO/SD
Meets Standards H Inv. Method
18.2 Latitude DD
36.615775 Longitude DD
-100.040281 ODOT County Number
4 Maint. Dist.
6 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
3000 x
-11136433.139736 y
4385685.24224123 |
|||||||||||||||||||||||||||||||||||||
| 03689 | 0422 2670 X | 3689 | — | U.S. 270 | CREEK | 0422 2675 X | 4-10ft.X 6ft.X 84.6ft. R.C.BOX | 1932 | 36.61578056 | -100.04336389 | 42.979 | 84.6 | — | 4 | 0 | 2 | 82.6 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 81.8 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 2000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
2999 BRKEY
3689 NBI No.
3689 On Under
1 Structure No.
0422 2670 X Control No.
022 Lane Ind.
Milepoint
26700 Facility Carried
U.S. 270 Feature Intersected
CREEK Division
06 County
007 Location
2.0 MI.W. HARPER CL Sufficiency
81.8 Kind Hwy
2 Level Service
1 Route No.
00270 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
82.6 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
1932 ADT Total
2000 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
4 Road Width
82.6 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
42.979 Deck Width
84.6 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
47.4 HS Inv. Rating Method
1 HS Inv. Method
28.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3200 Future ADT Year
2042 Bypass Detour
70.214944 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
03689 ODOT County
04 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
4-10ft.X 6ft.X 84.6ft. R.C.BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0422 2675 X H Index
92.4524 Latitude
36:36:56.81 Longitude
-100:02:36.11 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 270 Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
03689 Vault Link
http://plansrv1/bridgemaintvault/b03689 GIS FO/SD
Meets Standards H Inv. Method
18.2 Latitude DD
36.61578056 Longitude DD
-100.04336389 ODOT County Number
4 Maint. Dist.
6 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
2999 x
-11136776.325481 y
4385686.01335424 |
|||||||||||||||||||||||||||||||||||||
| 03688 | 3806 2306 X | 3688 | — | U.S. 183 | CREEK | 3806 2306 X | 4-10ft. X 6ft. X 82ft. RDY. R.C.B. | 1932 | 34.93503333 | -99.05456667 | 44.948 | 84.003 | — | 4 | 0 | 2 | 82.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 92.3 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 1200 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
2998 BRKEY
3688 NBI No.
3688 On Under
1 Structure No.
3806 2306 X Control No.
006 Lane Ind.
Milepoint
23060 Facility Carried
U.S. 183 Feature Intersected
CREEK Division
05 County
075 Location
5.8 MI S S.H. 9 Sufficiency
92.3 Kind Hwy
2 Level Service
1 Route No.
00183 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
82.001 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
1932 ADT Total
1200 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
4 Road Width
82.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
36.001 Span Type Main
M Material
1 - Concrete Design
19 Length
44.948 Deck Width
84.003 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
7 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
6 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
50.2 HS Inv. Rating Method
1 HS Inv. Method
30 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1920 Future ADT Year
2042 Bypass Detour
39.146385 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
03688 ODOT County
38 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. X 6ft. X 82ft. RDY. R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3806 2306 X H Index
67 Latitude
34:56:06.12 Longitude
-99:03:16.44 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
03688 Vault Link
http://plansrv1/bridgemaintvault/b03688 GIS FO/SD
Meets Standards H Inv. Method
16.7 Latitude DD
34.93503333 Longitude DD
-99.05456667 ODOT County Number
38 Maint. Dist.
5 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
2998 x
-11026703.9224528 y
4155055.93416106 |
|||||||||||||||||||||||||||||||||||||
| 03687 | 3806 2260 X | 3687 | — | U.S. 183 | CREEK | 3806 2260 X | 4-10ft. X 6ft. X 82ft. RDY. R.C.B. W/ HANDRAILS | 1932 | 34.928775 | -99.052225 | 45 | 84.003 | — | 4 | 0 | 2 | 82.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 92.3 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 1200 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
2997 BRKEY
3687 NBI No.
3687 On Under
1 Structure No.
3806 2260 X Control No.
006 Lane Ind.
Milepoint
22600 Facility Carried
U.S. 183 Feature Intersected
CREEK Division
05 County
075 Location
6.3 MI S SH-9 Sufficiency
92.3 Kind Hwy
2 Level Service
1 Route No.
00183 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
82.001 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
1932 ADT Total
1200 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
4 Road Width
82.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
36.001 Span Type Main
M Material
1 - Concrete Design
19 Length
45 Deck Width
84.003 Bridge Open Closed
A TSF Rail
0 TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
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
1 HS Operating Rating
50.2 HS Inv. Rating Method
1 HS Inv. Method
30 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1920 Future ADT Year
2042 Bypass Detour
39.146385 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
03687 ODOT County
38 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. X 6ft. X 82ft. RDY. R.C.B. W/ HANDRAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3806 2260 X H Index
96.04 Latitude
34:55:43.59 Longitude
-99:03:08.01 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
03687 Vault Link
http://plansrv1/bridgemaintvault/b03687 GIS FO/SD
Meets Standards H Inv. Method
16.7 Latitude DD
34.928775 Longitude DD
-99.052225 ODOT County Number
38 Maint. Dist.
5 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
2997 x
-11026443.2489408 y
4154206.15868944 |
|||||||||||||||||||||||||||||||||||||
| 03686 | 3012 2070 X | 3686 | — | U.S. 270 | CREEK | 3012 2070 X | 4-10ft.X 5ft.X 90ft. R.C. BOX | 1932 | 36.59552778 | -99.64344444 | 43.963 | 90 | — | 4 | 0 | 2 | 87.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 88.7 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 3100 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
2996 BRKEY
3686 NBI No.
3686 On Under
1 Structure No.
3012 2070 X Control No.
012 Lane Ind.
Milepoint
20700 Facility Carried
U.S. 270 Feature Intersected
CREEK Division
06 County
059 Location
20.7 MI E BEAVER CO Sufficiency
88.7 Kind Hwy
2 Level Service
1 Route No.
00270 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
90 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
1932 ADT Total
3100 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
4 Road Width
87.999 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
90 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
64.5 HS Inv. Rating Method
1 HS Inv. Method
38.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4960 Future ADT Year
2042 Bypass Detour
47.22421 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
_ Advanced Warning Sign
N Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
03686 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
4-10ft.X 5ft.X 90ft. R.C. BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3012 2070 X H Index
96.35 Latitude
36:35:43.9 Longitude
-99:38:36.4 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 270 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
03686 Vault Link
http://plansrv1/bridgemaintvault/b03686 GIS FO/SD
Meets Standards H Inv. Method
21.5 Latitude DD
36.59552778 Longitude DD
-99.64344444 ODOT County Number
30 Maint. Dist.
6 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
2996 x
-11092257.4959486 y
4382877.53632595 |
|||||||||||||||||||||||||||||||||||||
| 03685 | 3806 1782 X | 3685 | — | U.S. 183 | CREEK | 3806 1782 X | 4-10ft. X 6ft. X 82ft. RDY. R.C.B. W/ HANDRAILS | 1932 | 34.86305833 | -99.02763333 | 45 | 84.003 | — | 4 | 0 | 2 | 82.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 92.3 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 1200 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
2995 BRKEY
3685 NBI No.
3685 On Under
1 Structure No.
3806 1782 X Control No.
006 Lane Ind.
Milepoint
17820 Facility Carried
U.S. 183 Feature Intersected
CREEK Division
05 County
075 Location
0.6 MI N JCT S.H. 19 Sufficiency
92.3 Kind Hwy
2 Level Service
1 Route No.
00183 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
82.001 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
1932 ADT Total
1200 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
4 Road Width
82.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
36.001 Span Type Main
M Material
1 - Concrete Design
19 Length
45 Deck Width
84.003 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
6 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
50.2 HS Inv. Rating Method
1 HS Inv. Method
30 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1920 Future ADT Year
2042 Bypass Detour
39.146385 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
03685 ODOT County
38 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. X 6ft. X 82ft. RDY. R.C.B. W/ HANDRAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3806 1782 X H Index
98.35 Latitude
34:51:47.01 Longitude
-99:01:39.48 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
03685 Vault Link
http://plansrv1/bridgemaintvault/b03685 GIS FO/SD
Meets Standards H Inv. Method
16.7 Latitude DD
34.86305833 Longitude DD
-99.02763333 ODOT County Number
38 Maint. Dist.
5 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
2995 x
-11023705.7167586 y
4145286.85535425 |
|||||||||||||||||||||||||||||||||||||
| 03600 | 6410 0129 X | 3600 | — | S.H. 2 | CREEK | 6410 0129 X | (3) 10ft. X 6ft. X 39ft. LONG RCB | 1932 | 34.63902778 | -95.32253889 | 33.999 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 97.9 | 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) | B | 1300 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
2994 BRKEY
3600 NBI No.
3600 On Under
1 Structure No.
6410 0129 X Control No.
010 Lane Ind.
Milepoint
01290 Facility Carried
S.H. 2 Feature Intersected
CREEK Division
02 County
127 Location
3.07 S LATIMER C/L Sufficiency
97.9 Kind Hwy
3 Level Service
1 Route No.
00002 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.001 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
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
FG Appr. Roadway Width
27.999 Span Type Main
M Material
1 - Concrete Design
19 Length
33.999 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
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
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
53.6 HS Inv. Rating Method
1 HS Inv. Method
32.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2080 Future ADT Year
2042 Bypass Detour
1.864114 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
03600 ODOT County
64 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(3) 10ft. X 6ft. X 39ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6410 0129 X H Index
66.9993 Latitude
34:38:20.5 Longitude
-95:19:21.14 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 2 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
044 NBI Text
03600 Vault Link
http://plansrv1/bridgemaintvault/b03600 GIS FO/SD
Meets Standards H Inv. Method
20.6 Latitude DD
34.63902778 Longitude DD
-95.32253889 ODOT County Number
64 Maint. Dist.
2 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
2994 x
-10611256.4903568 y
4114934.02162429 |
|||||||||||||||||||||||||||||||||||||
| 03599 | 0814 0089 X | 3599 | — | U.S. 281 | CREEK | 0814 0089 X | 3-10ft.X 7ft.X 152ft. R.C.B | 1932 | 35.32061944 | -98.34584444 | 34.121 | 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 | 2100 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
2993 BRKEY
3599 NBI No.
3599 On Under
1 Structure No.
0814 0089 X Control No.
014 Lane Ind.
Milepoint
00890 Facility Carried
U.S. 281 Feature Intersected
CREEK Division
07 County
015 Location
0.9 N SH152 BINGER Sufficiency
93 Kind Hwy
2 Level Service
1 Route No.
00281 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 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
2100 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
15 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
34.121 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.1 HS Inv. Rating Method
2 HS Inv. Method
36 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
3360 Future ADT Year
2042 Bypass Detour
42.874612 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
03599 ODOT County
08 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X 7ft.X 152ft. R.C.B Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0814 0089 X H Index
99.2763 Latitude
35:19:14.23 Longitude
-98:20:45.04 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 281 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
34 NBI Text
03599 Vault Link
http://plansrv1/bridgemaintvault/b03599 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
35.32061944 Longitude DD
-98.34584444 ODOT County Number
8 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
2993 x
-10947809.3246953 y
4207537.85863411 |
|||||||||||||||||||||||||||||||||||||
| 03598 | 2714 0041 X | 3598 | — | S.H. 11 | CREEK | 2714 0041 X | 3-10ft. X 8ft. X 42ft. R.C.BOX | 1932 | 36.81056667 | -97.72622222 | 32.001 | 44 | — | 3 | 0 | 2 | 42.001 | 1 - Concrete | Culvert (19) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 92.8 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1400 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
2992 BRKEY
3598 NBI No.
3598 On Under
1 Structure No.
2714 0041 X Control No.
014 Lane Ind.
Milepoint
00410 Facility Carried
S.H. 11 Feature Intersected
CREEK Division
04 County
053 Location
.4 MI E JCT US 81 Sufficiency
92.8 Kind Hwy
3 Level Service
1 Route No.
00011 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
42.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1932 ADT Total
1400 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
42.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
3 Appr. Roadway Width
32.001 Span Type Main
M Material
1 - Concrete Design
19 Length
32.001 Deck Width
44 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
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
4 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
58.2 HS Inv. Rating Method
1 HS Inv. Method
34.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2240 Future ADT Year
2042 Bypass Detour
17.999955 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
03598 ODOT County
27 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft. X 8ft. X 42ft. R.C.BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2714 0041 X H Index
91.175 Latitude
36:48:38.04 Longitude
-97:43:34.4 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 11 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
NBI Text
03598 Vault Link
http://plansrv1/bridgemaintvault/b03598 GIS FO/SD
Meets Standards H Inv. Method
19.9 Latitude DD
36.81056667 Longitude DD
-97.72622222 ODOT County Number
27 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
2992 x
-10878833.2946807 y
4412735.01403927 |
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| 03504 | 0118 0343 X | 3504 | — | S.H. 100 | E. BRANCH/ JENKINS CREEK | 0118 0343 X | 3-8'X 4'X 42' R.C.B. | 1932 | 35.79101944 | -94.57007222 | 26.903 | 42.001 | — | 3 | 0 | 2 | 30.03 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 91.4 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1600 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
2988 BRKEY
3504 NBI No.
3504 On Under
1 Structure No.
0118 0343 X Control No.
018 Lane Ind.
Milepoint
03430 Facility Carried
S.H. 100 Feature Intersected
E. BRANCH/ JENKINS CREEK Division
01 County
001 Location
3.4 MI.E.JCT.US59 Sufficiency
91.4 Kind Hwy
3 Level Service
1 Route No.
00100 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
30.03 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1932 ADT Total
1600 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
30.03 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
26.903 Deck Width
42.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
N TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
99.9 HS Inv. Rating Method
1 HS Inv. Method
73.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2560 Future ADT Year
2042 Bypass Detour
14.291537 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
-1 Min Measured Clearance
N NBI Rating
03504 ODOT County
01 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-8'X 4'X 42' R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0118 0343 X H Index
97.03 Latitude
35:47:27.67 Longitude
-94:34:12.26 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 100 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
03504 NBI Text
03504 Vault Link
http://plansrv1/bridgemaintvault/b03504 GIS FO/SD
Meets Standards H Inv. Method
43.2 Latitude DD
35.79101944 Longitude DD
-94.57007222 ODOT County Number
1 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
2988 x
-10527492.2838135 y
4271903.93931456 |