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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| 01878 | 1006R0049 X | 1878 | — | U.S. 77 | CREEK | 1006 0049 X | (2) 24ft. I-BEAM SPANS | 1927 | 34.077592 | -97.142822 | 55.118 | 31.001 | — | 2 | 0 | 2 | 27.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 66.3 | Fair (5) | Satisfactory (6) | Fair (5) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 3800 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
1776 BRKEY
1878 NBI No.
1878 On Under
1 Structure No.
1006R0049 X Control No.
006 Lane Ind.
Milepoint
00490 Facility Carried
U.S. 77 Feature Intersected
CREEK Division
07 County
019 Location
0.5 MI N LOVE C/L Sufficiency
66.3 Kind Hwy
2 Level Service
1 Route No.
00077 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
27.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1927 ADT Total
3800 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
27.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
23.999 Span Type Main
M Material
3 - Steel Design
02 Length
55.118 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.
4 Deck Rating
6 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
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
52 HS Inv. Rating Method
1 HS Inv. Method
31 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6080 Future ADT Year
2042 Bypass Detour
6.213712 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
01878 ODOT County
10 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
(2) 24ft. I-BEAM SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1006 0049 X H Index
83.4569 Latitude
34:04:39.33 Longitude
-97:08:34.16 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 77 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
017 NBI Text
01878 Vault Link
http://plansrv1/bridgemaintvault/b01878 GIS FO/SD
Meets Standards H Inv. Method
17 Latitude DD
34.077592 Longitude DD
-97.142822 ODOT County Number
10 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
1776 x
-10813889.4792616 y
4039225.50053217 |
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| 01873 | 6404R2976 X | 1873 | — | U.S. 271 | HARDY CREEK | 6404 2976 X | (2) 22ft. I-BEAM | 1927 | 34.50595 | -95.28308889 | 46.9 | 32.999 | — | 2 | 0 | 2 | 30 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Closed (K) | 58.8 | Critical (2) | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 700 | 2010 | 4 | Unmatched |
|
Raw data
OBJECTID
1771 BRKEY
1873 NBI No.
1873 On Under
1 Structure No.
6404R2976 X Control No.
004 Lane Ind.
Milepoint
29760 Facility Carried
U.S. 271 Feature Intersected
HARDY CREEK Division
02 County
127 Location
7.48 SE JCT SH-2 Sufficiency
58.8 Kind Hwy
2 Level Service
1 Route No.
00271 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
30 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
1927 ADT Total
700 ADT Year
2010 Design Load
H 15 Skew
0 No. Main Spans
2 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
30 Span Type Main
M Material
3 - Steel Design
02 Length
46.9 Deck Width
32.999 Bridge Open Closed
K TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
6 Super Rating
6 Sub Rating
6 Chan. Rating
7 Culv. Rating
N Structure Rating
2 Deck Geometry
6 Underclearance
N Bridge Posting
3 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
19.952 HS Inv. Rating Method
1 HS Inv. Method
12.015 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1120 Future ADT Year
2030 Bypass Detour
39.767756 School Bus Rte.
3 Posted Weight
202020 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
01873 ODOT County
64 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
(2) 22ft. I-BEAM Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6404 2976 X H Index
96.8809 Latitude
34:30:21.42 Longitude
-95:16:59.12 I257A
1 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 271 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
019 NBI Text
01873 Vault Link
http://plansrv1/bridgemaintvault/b01873 GIS FO/SD
Meets Standards H Inv. Method
12.015 Latitude DD
34.50595 Longitude DD
-95.28308889 ODOT County Number
64 Maint. Dist.
2 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
1771 x
-10606864.936445 y
4096942.77004397 |
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| 02160 | 5418R1578 X | 2160 | — | S.H. 56 | NUYAKA CREEK | 5418 1578 X | 7-36ft. I-BM. SPANS | 1928 | 35.595 | -96.21166667 | 252.953 | 22.966 | — | 7 | 0 | 2 | 20.013 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 21.8 | Poor (4) | Satisfactory (6) | Poor (4) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 810 | 2006 | 4 | Unmatched |
|
Raw data
OBJECTID
1770 BRKEY
2160 NBI No.
2160 On Under
1 Structure No.
5418R1578 X Control No.
018 Lane Ind.
Milepoint
15780 Facility Carried
S.H. 56 Feature Intersected
NUYAKA CREEK Division
03 County
107 Location
15.8 MI N&E JCT US 62 Sufficiency
21.8 Kind Hwy
3 Level Service
1 Route No.
00056 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
19.685 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
1928 ADT Total
810 ADT Year
2006 Design Load
H 20 Skew
0 No. Main Spans
7 Road Width
20.013 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
26.001 Span Type Main
M Material
3 - Steel Design
02 Length
252.953 Deck Width
22.966 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
6 Super Rating
4 Sub Rating
4 Chan. Rating
6 Culv. Rating
N Structure Rating
4 Deck Geometry
3 Underclearance
N Bridge Posting
3 Waterway Adequacy
6 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
30.754 HS Inv. Rating Method
1 HS Inv. Method
18.409 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1296 Future ADT Year
2026 Bypass Detour
37.282271 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
Y Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
02160 ODOT County
54 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
7-36ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5418 1578 X H Index
77.42 Latitude
35:35:42 Longitude
-96:12:42 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 56 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
02160 Vault Link
http://plansrv1/bridgemaintvault/b02160 GIS FO/SD
SD H Inv. Method
12.346 Latitude DD
35.595 Longitude DD
-96.21166667 ODOT County Number
54 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
1770 x
-10710233.7420766 y
4245036.14494869 |
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| 02157 | 5114R0705 X | 2157 | — | U.S. 64 | DIRTY CREEK O'FLOW | 5114R0705 X | 6-36ft. CONC. GIRDER S | 1928 | 35.49833333 | -95.43333333 | 216.864 | 25 | — | 6 | 0 | 2 | 22.001 | 1 - Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 34.1 | Poor (4) | Serious (3) | Fair (5) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 1200 | 2002 | 4 | Unmatched |
|
Raw data
OBJECTID
1767 BRKEY
2157 NBI No.
2157 On Under
1 Structure No.
5114R0705 X Control No.
014 Lane Ind.
Milepoint
07050 Facility Carried
U.S. 64 Feature Intersected
DIRTY CREEK O'FLOW Division
01 County
101 Location
7.2 MI E JCT SH 2 Sufficiency
34.1 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
9 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
1928 ADT Total
1200 ADT Year
2002 Design Load
H 15 Skew
0 No. Main Spans
6 Road Width
22.001 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
36.001 Span Type Main
M Material
1 - Concrete Design
02 Length
216.864 Deck Width
25 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
5 Deck Rating
3 Super Rating
5 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
4 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
4 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
37.699 HS Inv. Rating Method
2 HS Inv. Method
15.873 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
1920 Future ADT Year
2022 Bypass Detour
8.699197 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
02157 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
6-36ft. CONC. GIRDER S Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5114R0705 X H Index
89.2738 Latitude
35:29:54 Longitude
-95:26:00 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ 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
-1 NBI Text
02157 Vault Link
http://plansrv1/bridgemaintvault/b02157 GIS FO/SD
SD H Inv. Method
15.873 Latitude DD
35.49833333 Longitude DD
-95.43333333 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
1767 x
-10623590.0710003 y
4231810.56976351 |
|||||||||||||||||||||||||||||||||||||
| 02155 | 6916R1112 X | 2155 | — | S.H. 53 | MUD CREEK | 6916 1112 X | 6-34ft. I-BM. SPANS | 1928 | 34.347392 | -97.782117 | 205.098 | 22.999 | — | 6 | 0 | 2 | 22.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 68.4 | Fair (5) | Satisfactory (6) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 600 | 2018 | 4 | Unmatched |
|
Raw data
OBJECTID
1765 BRKEY
2155 NBI No.
2155 On Under
1 Structure No.
6916R1112 X Control No.
016 Lane Ind.
Milepoint
11120 Facility Carried
S.H. 53 Feature Intersected
MUD CREEK Division
07 County
137 Location
11.2 MI E JCT US 81 Sufficiency
68.4 Kind Hwy
3 Level Service
1 Route No.
00053 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
1928 ADT Total
600 ADT Year
2018 Design Load
H 15 Skew
0 No. Main Spans
6 Road Width
22.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
22.001 Span Type Main
M Material
3 - Steel Design
02 Length
205.098 Deck Width
22.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
5 Sub Rating
5 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
50.9 HS Inv. Rating Method
1 HS Inv. Method
30.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
960 Future ADT Year
2038 Bypass Detour
24.233476 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
02155 ODOT County
69 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
6-34ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6916 1112 X H Index
89.5538 Latitude
34:20:50.61 Longitude
-97:46:55.62 I257A
1 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 53 Scour
5 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
38 NBI Text
02155 Vault Link
http://plansrv1/bridgemaintvault/b02155 GIS FO/SD
Meets Standards H Inv. Method
19.9 Latitude DD
34.347392 Longitude DD
-97.782117 ODOT County Number
69 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
1765 x
-10885055.4731283 y
4075544.21541207 |
|||||||||||||||||||||||||||||||||||||
| 01872 | 6916 2220 X | 1872 | — | S.H. 53 | CREEK | 6916 2220 X | 4-10ft.X 5ft.X 22ft. R.C.BOX WITH HANDRAILS | 1927 | 34.31085556 | -97.61042778 | 44.902 | 23.999 | — | 4 | 0 | 2 | 22.001 | 1 - Concrete | Culvert (19) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 66.1 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Fair (5) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 550 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
1752 BRKEY
1872 NBI No.
1872 On Under
1 Structure No.
6916 2220 X Control No.
016 Lane Ind.
Milepoint
22200 Facility Carried
S.H. 53 Feature Intersected
CREEK Division
07 County
137 Location
0.8 MI W JCT SH 89 Sufficiency
66.1 Kind Hwy
3 Level Service
1 Route No.
00053 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
1927 ADT Total
550 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
4 Road Width
22.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
AG Appr. Roadway Width
22.001 Span Type Main
M Material
1 - Concrete Design
19 Length
44.902 Deck Width
23.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
5 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
46.6 HS Inv. Rating Method
1 HS Inv. Method
28 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
880 Future ADT Year
2042 Bypass Detour
19.900001 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
01872 ODOT County
69 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
4-10ft.X 5ft.X 22ft. R.C.BOX WITH HANDRAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6916 2220 X H Index
93.2072 Latitude
34:18:39.08 Longitude
-97:36:37.54 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 53 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
45 NBI Text
01872 Vault Link
http://plansrv1/bridgemaintvault/b01872 GIS FO/SD
Meets Standards H Inv. Method
19.4 Latitude DD
34.31085556 Longitude DD
-97.61042778 ODOT County Number
69 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
1752 x
-10865943.1165832 y
4070619.10014462 |
|||||||||||||||||||||||||||||||||||||
| 01871 | 3616R1230 X | 1871 | — | U.S. 177 | CREEK | 3616 1230 X | 2-22ft. CONC. SLAB SPA | 1927 | 36.86673889 | -97.2913 | 44.948 | 22.999 | — | 2 | 0 | 2 | 20 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Posted for load (P) | 29 | 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 | 900 | 2007 | 4 | Unmatched |
|
Raw data
OBJECTID
1751 BRKEY
1871 NBI No.
1871 On Under
1 Structure No.
3616R1230 X Control No.
016 Lane Ind.
Milepoint
12300 Facility Carried
U.S. 177 Feature Intersected
CREEK Division
04 County
071 Location
13.1 MI N US 60 Sufficiency
29 Kind Hwy
2 Level Service
1 Route No.
00177 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
20 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
1927 ADT Total
900 ADT Year
2007 Design Load
H 15 Skew
0 No. Main Spans
2 Road Width
20 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
01 Length
44.948 Deck Width
22.999 Bridge Open Closed
P TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
4 Super Rating
4 Sub Rating
4 Chan. Rating
6 Culv. Rating
N Structure Rating
4 Deck Geometry
3 Underclearance
N Bridge Posting
2 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
32.849 HS Inv. Rating Method
1 HS Inv. Method
19.621 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1440 Future ADT Year
2027 Bypass Detour
11.806053 School Bus Rte.
3 Posted Weight
183245 Posted Speed Limit
55 Narrow or 1 Lane
Y Advanced Warning Sign
N Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
01871 ODOT County
36 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
2-22ft. CONC. SLAB SPA Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
3616 1230 X H Index
0.0003 Latitude
36:52:00.26 Longitude
-97:17:28.68 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
U.S. 177 Scour
5 Design Structure
1 - Slab FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
01871 Vault Link
http://plansrv1/bridgemaintvault/b01871 GIS FO/SD
SD H Inv. Method
10.913 Latitude DD
36.86673889 Longitude DD
-97.2913 ODOT County Number
36 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
1751 x
-10830417.9746156 y
4420548.14899652 |
|||||||||||||||||||||||||||||||||||||
| 01870 | 3616R1178 X | 1870 | — | U.S. 177 | DRY CREEK O'FLOW | 3616 1178 X | 2-22ft. CONC. SLAB SPA | 1927 | 36.85921944 | -97.29119722 | 44.948 | 22.999 | — | 2 | 0 | 2 | 20 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Closed (K) | 31.4 | Poor (4) | Fair (5) | Satisfactory (6) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 900 | 2007 | 4 | Unmatched |
|
Raw data
OBJECTID
1750 BRKEY
1870 NBI No.
1870 On Under
1 Structure No.
3616R1178 X Control No.
016 Lane Ind.
Milepoint
11780 Facility Carried
U.S. 177 Feature Intersected
DRY CREEK O'FLOW Division
04 County
071 Location
12.4 MI N JCT US 60 Sufficiency
31.4 Kind Hwy
2 Level Service
1 Route No.
00177 Service Type On
1 Service Type Off
9 Vertical Clearance
N Horizontal Clearance
20 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
1927 ADT Total
900 ADT Year
2007 Design Load
H 15 Skew
0 No. Main Spans
2 Road Width
20 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
01 Length
44.948 Deck Width
22.999 Bridge Open Closed
K TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
6 Sub Rating
4 Chan. Rating
5 Culv. Rating
N Structure Rating
4 Deck Geometry
3 Underclearance
N Bridge Posting
0 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
0 HS Inv. Rating Method
1 HS Inv. Method
0 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1440 Future ADT Year
2027 Bypass Detour
11.806053 School Bus Rte.
3 Posted Weight
CLOSED Posted Speed Limit
55 Narrow or 1 Lane
Y Advanced Warning Sign
N Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
01870 ODOT County
36 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
2-22ft. CONC. SLAB SPA Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
3616 1178 X H Index
83.096 Latitude
36:51:33.19 Longitude
-97:17:28.31 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
U.S. 177 Scour
4 Design Structure
1 - Slab FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
01870 Vault Link
http://plansrv1/bridgemaintvault/b01870 GIS FO/SD
SD H Inv. Method
0 Latitude DD
36.85921944 Longitude DD
-97.29119722 ODOT County Number
36 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
1750 x
-10830406.5331983 y
4419501.91705558 |
|||||||||||||||||||||||||||||||||||||
| 01869 | 7508R1103 X | 1869 | — | S.H. 152 | LITTLE ELK CREEK | 7508 1103 X | 40ft. I-BEAM SPAN | 1927 | 35.291314 | -99.169506 | 41.995 | 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) | 42.3 | 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 | 1800 | 2017 | 4 | Unmatched |
|
Raw data
OBJECTID
1749 BRKEY
1869 NBI No.
1869 On Under
1 Structure No.
7508R1103 X Control No.
008 Lane Ind.
Milepoint
11030 Facility Carried
S.H. 152 Feature Intersected
LITTLE ELK CREEK Division
05 County
149 Location
0.1MI E JCT S.H. 44 Sufficiency
42.3 Kind Hwy
3 Level Service
1 Route No.
00152 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
1927 ADT Total
1800 ADT Year
2017 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
26.001 Span Type Main
M Material
3 - Steel Design
02 Length
41.995 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.
3 Deck Rating
5 Super Rating
4 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
4 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
5 HS Operating Rating Method
1 HS Operating Rating
40.9 HS Inv. Rating Method
1 HS Inv. Method
24.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2880 Future ADT Year
2037 Bypass Detour
31.068559 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
01869 ODOT County
75 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
40ft. I-BEAM SPAN Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
7508 1103 X H Index
69.4155 Latitude
35:17:28.73 Longitude
-99:10:10.22 I257A
1 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 152 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
01869 Vault Link
http://plansrv1/bridgemaintvault/b01869 GIS FO/SD
SD H Inv. Method
17.5 Latitude DD
35.291314 Longitude DD
-99.169506 ODOT County Number
75 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
1749 x
-11039498.9101405 y
4203540.36195456 |
|||||||||||||||||||||||||||||||||||||
| 01867 | 0204 0456 X | 1867 | — | U.S. 64 | CREEK | 0204 0456 X | 5-8X5.5X53.5 RCB | 1927 | 36.73397778 | -98.36023611 | 43.963 | 53.5 | — | 5 | 0 | 2 | 46.6 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 86.6 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 2700 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
1747 BRKEY
1867 NBI No.
1867 On Under
1 Structure No.
0204 0456 X Control No.
004 Lane Ind.
Milepoint
04560 Facility Carried
U.S. 64 Feature Intersected
CREEK Division
06 County
003 Location
4.6 MI.S.SH11 Sufficiency
86.6 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
46.6 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
1927 ADT Total
2700 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
5 Road Width
46.6 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
AG Appr. Roadway Width
41.998 Span Type Main
M Material
1 - Concrete Design
19 Length
43.963 Deck Width
53.5 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
39.1 HS Inv. Rating Method
3 HS Inv. Method
30.2 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
4320 Future ADT Year
2042 Bypass Detour
36.039529 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
01867 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
5-8X5.5X53.5 RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0204 0456 X H Index
90.746 Latitude
36:44:02.32 Longitude
-98:21:36.85 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 64 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
01867 Vault Link
http://plansrv1/bridgemaintvault/b01867 GIS FO/SD
Meets Standards H Inv. Method
17.2 Latitude DD
36.73397778 Longitude DD
-98.36023611 ODOT County Number
2 Maint. Dist.
6 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
1747 x
-10949411.3980714 y
4402091.3033528 |
|||||||||||||||||||||||||||||||||||||
| 02154 | 5204 1904 X | 2154 | — | U.S. 64 | OAK CREEK | 5204 1904 X | 4 - 42ft. I-BM. SPANS W/ TR-4 RAILS | 1928 | 36.30651667 | -96.945725 | 171.916 | 35 | — | 4 | 0 | 2 | 32.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 83.6 | Fair (5) | Good (7) | Good (7) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 1500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
1746 BRKEY
2154 NBI No.
2154 On Under
1 Structure No.
5204 1904 X Control No.
004 Lane Ind.
Milepoint
19040 Facility Carried
U.S. 64 Feature Intersected
OAK CREEK Division
04 County
103 Location
7 MI E JCT US177 Sufficiency
83.6 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
32.831 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
1928 ADT Total
1500 ADT Year
2022 Design Load
H 15 Skew
0 No. Main Spans
4 Road Width
32.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
32.001 Span Type Main
M Material
3 - Steel Design
02 Length
171.916 Deck Width
35 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
7 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
57 HS Inv. Rating Method
1 HS Inv. Method
34 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2400 Future ADT Year
2042 Bypass Detour
27.961703 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
02154 ODOT County
52 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
4 - 42ft. I-BM. SPANS W/ TR-4 RAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5204 1904 X H Index
86.0295 Latitude
36:18:23.46 Longitude
-96:56:44.61 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 64 Scour
5 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
02154 Vault Link
http://plansrv1/bridgemaintvault/b02154 GIS FO/SD
Meets Standards H Inv. Method
25 Latitude DD
36.30651667 Longitude DD
-96.945725 ODOT County Number
52 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
1746 x
-10791948.7415847 y
4342879.97363642 |
|||||||||||||||||||||||||||||||||||||
| 02153 | 4108R0723 X | 2153 | — | S.H. 66 | CREEK (REMOVED R.R.) | 4108R0723 X | 4-44ft. I-BM. SPANS SK. 77 DEG. | 1928 | 35.71 | -96.77 | 178.15 | 27.201 | — | 4 | 13 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 42.9 | Fair (5) | Fair (5) | Fair (5) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 3300 | 1999 | 4 | Unmatched |
|
Raw data
OBJECTID
1745 BRKEY
2153 NBI No.
2153 On Under
1 Structure No.
4108R0723 X Control No.
008 Lane Ind.
Milepoint
07230 Facility Carried
S.H. 66 Feature Intersected
CREEK (REMOVED R.R.) Division
03 County
081 Location
7.2 MI E JCT SH 18 Sufficiency
42.9 Kind Hwy
3 Level Service
1 Route No.
00066 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
23.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1928 ADT Total
3300 ADT Year
1999 Design Load
H 20 Skew
13 No. Main Spans
4 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
36.001 Span Type Main
M Material
3 - Steel Design
02 Length
178.15 Deck Width
27.201 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
9 Deck Rating
5 Super Rating
5 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
5 HS Operating Rating Method
2 HS Operating Rating
24.802 HS Inv. Rating Method
2 HS Inv. Method
24.802 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
3100 Future ADT Year
2017 Bypass Detour
44.117354 School Bus Rte.
_ Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
02153 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
4-44ft. I-BM. SPANS SK. 77 DEG. Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4108R0723 X H Index
100 Latitude
35:42:36 Longitude
-96:46:12 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 66 Scour
6 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
02153 Vault Link
http://plansrv1/bridgemaintvault/b02153 GIS FO/SD
Meets Standards H Inv. Method
19.842 Latitude DD
35.71 Longitude DD
-96.77 ODOT County Number
41 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
1745 x
-10772387.1240651 y
4260790.84020308 |
|||||||||||||||||||||||||||||||||||||
| 02151 | 0532 0330 X | 2151 | — | S.H. 152 | TIMBER CREEK | 0532 0330 X | 2-34ft. I-BEAM & 80ft. PLATE GIRDER SPANS | 1928 | 35.29130278 | -99.58181667 | 150.919 | 35 | — | 1 | 0 | 2 | 32.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 83.2 | 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 | 1200 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
1743 BRKEY
2151 NBI No.
2151 On Under
1 Structure No.
0532 0330 X Control No.
032 Lane Ind.
Milepoint
03300 Facility Carried
S.H. 152 Feature Intersected
TIMBER CREEK Division
05 County
009 Location
3.4 MI E JCT US-283. Sufficiency
83.2 Kind Hwy
3 Level Service
1 Route No.
00152 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
32.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1928 ADT Total
1200 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
1 Road Width
32.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
30 Span Type Main
M Material
3 - Steel Design
02 Length
150.919 Deck Width
35 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
5 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
59 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1920 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
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
02151 ODOT County
05 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
2-34ft. I-BEAM & 80ft. PLATE GIRDER SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0532 0330 X H Index
90.82 Latitude
35:17:28.69 Longitude
-99:34:54.54 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 152 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
02151 Vault Link
http://plansrv1/bridgemaintvault/b02151 GIS FO/SD
Meets Standards H Inv. Method
26 Latitude DD
35.29130278 Longitude DD
-99.58181667 ODOT County Number
5 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
1743 x
-11085397.1239735 y
4203538.83173394 |
|||||||||||||||||||||||||||||||||||||
| 02150 | 5202R0012 X | 2150 | — | S.H. 164 | WARREN CREEK | 5202R0012 X | 2-60ft. PONY TRUSS & 3 | 1901 | 36.27743056 | -97.45893889 | 158.136 | 18.999 | — | 2 | 0 | 2 | 17.999 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Closed (K) | 2 | Failed (0) | Critical (2) | Critical (2) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 680 | 2004 | 5 | Unmatched |
|
Raw data
OBJECTID
1742 BRKEY
2150 NBI No.
2150 On Under
1 Structure No.
5202R0012 X Control No.
002 Lane Ind.
Milepoint
00120 Facility Carried
S.H. 164 Feature Intersected
WARREN CREEK Division
04 County
103 Location
.1 MI E GARFIELD CO. Sufficiency
2 Kind Hwy
3 Level Service
1 Route No.
00164 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
17.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1901 ADT Total
680 ADT Year
2004 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
17.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
26.001 Span Type Main
M Material
3 - Steel Design
10 Length
158.136 Deck Width
18.999 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
2 Super Rating
2 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
0 Deck Geometry
0 Underclearance
N Bridge Posting
0 Waterway Adequacy
6 Approach Alignment
3 HS Operating Rating Method
1 HS Operating Rating
12.015 HS Inv. Rating Method
1 HS Inv. Method
6.393 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1088 Future ADT Year
2024 Bypass Detour
36.039529 School Bus Rte.
3 Posted Weight
12NANA Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
02150 ODOT County
52 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-60ft. PONY TRUSS & 3 Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5202R0012 X H Index
32.5828 Latitude
36:16:38.75 Longitude
-97:27:32.18 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
S.H. 164 Scour
8 Design Structure
10 - Truss - Thru FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
02150 Vault Link
http://plansrv1/bridgemaintvault/b02150 GIS FO/SD
SD H Inv. Method
5.401 Latitude DD
36.27743056 Longitude DD
-97.45893889 ODOT County Number
52 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
1742 x
-10849079.4504876 y
4338862.84459888 |
|||||||||||||||||||||||||||||||||||||
| 01866 | 2002 0415SXF | 1866 | — | I-40 FRONTAGE RD. | HACKBERRY CREEK | 2002 0415SXF | 40ft. I-BEAM SPAN | 1927 | 35.479675 | -99.07450556 | 42.979 | 22.999 | — | 1 | 0 | 2 | 20 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 85 | 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) | A | 100 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
1728 BRKEY
1866 NBI No.
1866 On Under
1 Structure No.
2002 0415SXF Control No.
002 Lane Ind.
S Milepoint
04150 Facility Carried
I-40 FRONTAGE RD. Feature Intersected
HACKBERRY CREEK Division
05 County
039 Location
4.2 MI NE WASHITA C/L Sufficiency
85 Kind Hwy
2 Level Service
8 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
20 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1927 ADT Total
100 ADT Year
2022 Design Load
H 15 Skew
0 No. Main Spans
1 Road Width
20 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
20 Span Type Main
M Material
3 - Steel Design
02 Length
42.979 Deck Width
22.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
5 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
53 HS Inv. Rating Method
1 HS Inv. Method
32 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
160 Future ADT Year
2042 Bypass Detour
4 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
Y 2 Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
01866 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.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
40ft. I-BEAM SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
F Alt. Structure Name
2002 0415SXF H Index
72.9202 Latitude
35:28:46.83 Longitude
-99:04:28.22 I257A
0 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-40 FRONTAGE RD. Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
8 - Service and/or unclassified frontage road Historical Significance
4 Local Bridge ID
-1 NBI Text
01866 Vault Link
http://plansrv1/bridgemaintvault/b01866 GIS FO/SD
Meets Standards H Inv. Method
14 Latitude DD
35.479675 Longitude DD
-99.07450556 ODOT County Number
20 Maint. Dist.
5 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
1728 x
-11028923.5095345 y
4229259.63993004 |
|||||||||||||||||||||||||||||||||||||
| 01865 | 6216R0371 X | 1865 | — | S.H. 19 | COON CREEK | 6216 0371 X | 40ft. I BEAM SPAN | 1927 | 34.796775 | -96.86644444 | 43.963 | 22.999 | — | 1 | 0 | 2 | 22.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, temporary shoring (E) | 21 | Serious (3) | Fair (5) | Serious (3) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 3370 | 2006 | 4 | Unmatched |
|
Raw data
OBJECTID
1727 BRKEY
1865 NBI No.
1865 On Under
1 Structure No.
6216R0371 X Control No.
016 Lane Ind.
Milepoint
03710 Facility Carried
S.H. 19 Feature Intersected
COON CREEK Division
03 County
123 Location
3.7 MI E GARVIN C/L Sufficiency
21 Kind Hwy
3 Level Service
1 Route No.
00019 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
06 - Minor Arterial (Rural) Year Built
1927 ADT Total
3370 ADT Year
2006 Design Load
H 15 Skew
0 No. Main Spans
1 Road Width
22.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
00 Appr. Roadway Width
23.999 Span Type Main
M Material
3 - Steel Design
02 Length
43.963 Deck Width
22.999 Bridge Open Closed
E TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
6 Deck Rating
5 Super Rating
3 Sub Rating
6 Chan. Rating
5 Culv. Rating
N Structure Rating
3 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
0 HS Inv. Rating Method
1 HS Inv. Method
0 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5392 Future ADT Year
2026 Bypass Detour
21.747992 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
Y Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
01865 ODOT County
62 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
40ft. I BEAM SPAN Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6216 0371 X H Index
52.0004 Latitude
34:47:48.39 Longitude
-96:51:59.2 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 19 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
01865 Vault Link
http://plansrv1/bridgemaintvault/b01865 GIS FO/SD
SD H Inv. Method
0 Latitude DD
34.796775 Longitude DD
-96.86644444 ODOT County Number
62 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
1727 x
-10783123.2700157 y
4136297.85925954 |
|||||||||||||||||||||||||||||||||||||
| 01864 | 4008 0227 X | 1864 | — | U.S. 59 | RED BANK CREEK | 4008 0227 X | 40ft. I-BEAM | 1927 | 35.23608333 | -94.71281667 | 42.001 | 32.999 | — | 1 | 0 | 2 | 30 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 63.1 | Satisfactory (6) | Good (7) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 6100 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
1726 BRKEY
1864 NBI No.
1864 On Under
1 Structure No.
4008 0227 X Control No.
008 Lane Ind.
Milepoint
02270 Facility Carried
U.S. 59 Feature Intersected
RED BANK CREEK Division
02 County
079 Location
2.27 W JCT US-271 Sufficiency
63.1 Kind Hwy
2 Level Service
1 Route No.
00059 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
30 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1927 ADT Total
6100 ADT Year
2022 Design Load
H 10 Skew
0 No. Main Spans
1 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
27.999 Span Type Main
M Material
3 - Steel Design
02 Length
42.001 Deck Width
32.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
7 Super Rating
6 Sub Rating
6 Chan. Rating
8 Culv. Rating
N Structure Rating
6 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
136 HS Inv. Rating Method
1 HS Inv. Method
81 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
9760 Future ADT Year
2042 Bypass Detour
65.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
01864 ODOT County
40 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
40ft. I-BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4008 0227 X H Index
94.3759 Latitude
35:14:09.9 Longitude
-94:42:46.14 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 59 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
058 NBI Text
01864 Vault Link
http://plansrv1/bridgemaintvault/b01864 GIS FO/SD
FO H Inv. Method
64 Latitude DD
35.23608333 Longitude DD
-94.71281667 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
1726 x
-10543382.5233011 y
4196010.38785749 |
|||||||||||||||||||||||||||||||||||||
| 02148 | 0204R0236 X | 2148 | — | U.S. 64 | COTTONWOOD CREEK | 0204 0236 X | 9-10x7x42ft. SKLF RCB | 1928 | 36.76453333 | -98.35719167 | 141.076 | 30.2 | — | 9 | 45 | 2 | 22.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Closed (K) | 3 | Failed (0) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Failed (0) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 1900 | 2004 | 4 | Unmatched |
|
Raw data
OBJECTID
1722 BRKEY
2148 NBI No.
2148 On Under
1 Structure No.
0204R0236 X Control No.
004 Lane Ind.
Milepoint
02360 Facility Carried
U.S. 64 Feature Intersected
COTTONWOOD CREEK Division
06 County
003 Location
NORTH EDGE CHEROKEE Sufficiency
3 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
5 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
1928 ADT Total
1900 ADT Year
2004 Design Load
H 20 Skew
45 No. Main Spans
9 Road Width
22.001 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
22.005 Span Type Main
M Material
1 - Concrete Design
19 Length
141.076 Deck Width
30.2 Bridge Open Closed
K TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
7 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
0 Structure Rating
0 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
2 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.053 HS Inv. Rating Method
2 HS Inv. Method
36.046 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
3040 Future ADT Year
2024 Bypass Detour
36.039529 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
02148 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
5 Description
9-10x7x42ft. SKLF RCB Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
0204 0236 X H Index
0.0743 Latitude
36:45:52.32 Longitude
-98:21:25.89 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
U.S. 64 Scour
2 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
02148 Vault Link
http://plansrv1/bridgemaintvault/b02148 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
36.76453333 Longitude DD
-98.35719167 ODOT County Number
2 Maint. Dist.
6 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
1722 x
-10949072.4925608 y
4406336.39435527 |
|||||||||||||||||||||||||||||||||||||
| 02147 | 0108R0163 X | 2147 | — | U.S. 62 | TYNER CREEK | 0108 0163 X | 4-36ft. I-BM SPANS WITH 2-18ft. SAFETY CURBS , 20ft. CLR.RDY. | 1928 | 35.96611944 | -94.76944722 | 145.013 | 22.999 | — | 4 | 0 | 2 | 20 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Posted for load (P) | 43.1 | Poor (4) | Fair (5) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 990 | 2007 | 4 | Unmatched |
|
Raw data
OBJECTID
1721 BRKEY
2147 NBI No.
2147 On Under
1 Structure No.
0108R0163 X Control No.
008 Lane Ind.
Milepoint
01630 Facility Carried
U.S. 62 Feature Intersected
TYNER CREEK Division
01 County
001 Location
1.6 MI.E.CHEROKEE CO Sufficiency
43.1 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
20 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
1928 ADT Total
990 ADT Year
2007 Design Load
H 15 Skew
0 No. Main Spans
4 Road Width
20 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
27.999 Span Type Main
M Material
3 - Steel Design
02 Length
145.013 Deck Width
22.999 Bridge Open Closed
P 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
6 Culv. Rating
N Structure Rating
4 Deck Geometry
3 Underclearance
N Bridge Posting
4 Waterway Adequacy
8 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
30.975 HS Inv. Rating Method
1 HS Inv. Method
18.629 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1584 Future ADT Year
2027 Bypass Detour
26.09759 School Bus Rte.
3 Posted Weight
213145 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
02147 ODOT County
01 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
4-36ft. I-BM SPANS WITH 2-18ft. SAFETY CURBS , 20ft. CLR.RDY. Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
0108 0163 X H Index
72.0211 Latitude
35:57:58.03 Longitude
-94:46:10.01 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
US-62_ Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
02147 NBI Text
02147 Vault Link
http://plansrv1/bridgemaintvault/b02147 GIS FO/SD
Meets Standards H Inv. Method
12.346 Latitude DD
35.96611944 Longitude DD
-94.76944722 ODOT County Number
1 Maint. Dist.
1 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
1721 x
-10549686.6072904 y
4295960.46011507 |
|||||||||||||||||||||||||||||||||||||
| 02145 | 4108R0918 X | 2145 | — | S.H. 66 | DRY CREEK | 4108R0918 X | 4-34ft. I-BM. SPANS | 1928 | 35.72333333 | -96.74666667 | 137.139 | 22.3 | — | 4 | 0 | 2 | 20 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 43.7 | Fair (5) | Fair (5) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2500 | 1999 | 4 | Unmatched |
|
Raw data
OBJECTID
1719 BRKEY
2145 NBI No.
2145 On Under
1 Structure No.
4108R0918 X Control No.
008 Lane Ind.
Milepoint
09180 Facility Carried
S.H. 66 Feature Intersected
DRY CREEK Division
03 County
081 Location
9.1 MI E JCT SH 18 Sufficiency
43.7 Kind Hwy
3 Level Service
1 Route No.
00066 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
20 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1928 ADT Total
2500 ADT Year
1999 Design Load
H 15 Skew
0 No. Main Spans
4 Road Width
20 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
33.999 Span Type Main
M Material
3 - Steel Design
02 Length
137.139 Deck Width
22.3 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
9 Deck Rating
5 Super Rating
5 Sub Rating
5 Chan. Rating
4 Culv. Rating
N Structure Rating
5 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
3 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
27.778 HS Inv. Rating Method
2 HS Inv. Method
27.778 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
3600 Future ADT Year
2017 Bypass Detour
44.117354 School Bus Rte.
_ Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
02145 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
4-34ft. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4108R0918 X H Index
100 Latitude
35:43:24 Longitude
-96:44:48 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 66 Scour
6 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
02145 Vault Link
http://plansrv1/bridgemaintvault/b02145 GIS FO/SD
Meets Standards H Inv. Method
14.881 Latitude DD
35.72333333 Longitude DD
-96.74666667 ODOT County Number
41 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
1719 x
-10769789.669651 y
4262618.94019268 |
|||||||||||||||||||||||||||||||||||||
| 02144 | 5612R0354 X | 2144 | — | U.S. 266 | COAL CREEK | 5612 0354 X | (4) 34ft. I-BEAM | 1928 | 35.47100278 | -95.90441111 | 137.1 | 22.999 | — | 4 | 0 | 2 | 20 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 53.8 | Fair (5) | Fair (5) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 1200 | 2014 | 4 | Unmatched |
|
Raw data
OBJECTID
1718 BRKEY
2144 NBI No.
2144 On Under
1 Structure No.
5612R0354 X Control No.
012 Lane Ind.
Milepoint
03540 Facility Carried
U.S. 266 Feature Intersected
COAL CREEK Division
01 County
111 Location
3.54 E JCT US-62 Sufficiency
53.8 Kind Hwy
2 Level Service
1 Route No.
00266 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
20 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
1928 ADT Total
1200 ADT Year
2014 Design Load
H 15 Skew
0 No. Main Spans
4 Road Width
20 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
32.001 Span Type Main
M Material
3 - Steel Design
02 Length
137.1 Deck Width
22.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
5 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
5 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
41.998 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
26.718961 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
Y Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
02144 ODOT County
56 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
(4) 34ft. I-BEAM Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5612 0354 X H Index
90.8142 Latitude
35:28:15.61 Longitude
-95:54:15.88 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 266 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
12-0354 NBI Text
02144 Vault Link
http://plansrv1/bridgemaintvault/b02144 GIS FO/SD
Meets Standards H Inv. Method
16.535 Latitude DD
35.47100278 Longitude DD
-95.90441111 ODOT County Number
56 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
1718 x
-10676030.209594 y
4228074.19279427 |
|||||||||||||||||||||||||||||||||||||
| 02050 | 4946R1360 X | 2050 | — | U.S. 412 ALT. | CREEK | 4946 1360 X | 3-10ft. X 5ft. X 22ft. R.C. BOX | 1928 | 36.218675 | -95.07683056 | 34.121 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Closed (K) | 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) | C | 1800 | 2008 | 4 | Unmatched |
|
Raw data
OBJECTID
1714 BRKEY
2050 NBI No.
2050 On Under
1 Structure No.
4946R1360 X Control No.
046 Lane Ind.
Milepoint
13600 Facility Carried
U.S. 412 ALT. Feature Intersected
CREEK Division
08 County
097 Location
12.6 MI E OF TURNPIKE Sufficiency
93.4 Kind Hwy
2 Level Service
2 Route No.
0412A Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
26.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1928 ADT Total
1800 ADT Year
2008 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
01 Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
34.121 Deck Width
0 Bridge Open Closed
K TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
0 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.053 HS Inv. Rating Method
2 HS Inv. Method
36.046 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
2880 Future ADT Year
2028 Bypass Detour
26.09759 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
02050 ODOT County
49 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft. X 5ft. X 22ft. R.C. BOX Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4946 1360 X H Index
64.9481 Latitude
36:13:07.23 Longitude
-95:04:36.59 I257A
_ I257B
_ I257C
_ I257D
0 I257E
0 I263
0 Roadway Name
U.S. 412 ALT. Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
NO VALUE GIVEN Historical Significance
4 Local Bridge ID
-1 NBI Text
02050 Vault Link
http://plansrv1/bridgemaintvault/b02050 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
36.218675 Longitude DD
-95.07683056 ODOT County Number
49 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
1714 x
-10583904.3641775 y
4330752.58308634 |
|||||||||||||||||||||||||||||||||||||
| 02049 | 4946 1221 X | 2049 | — | U.S. 412 ALT. | CREEK | 4946 1245 X | 3-10ft. X 8ft. X 42ft. R.C. BOX | 1928 | 36.218686 | -95.076867 | 33.999 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 93.2 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 1900 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
1713 BRKEY
2049 NBI No.
2049 On Under
1 Structure No.
4946 1221 X Control No.
046 Lane Ind.
Milepoint
12210 Facility Carried
U.S. 412 ALT. Feature Intersected
CREEK Division
08 County
097 Location
12.21 E OF TURNPIKE9 Sufficiency
93.2 Kind Hwy
2 Level Service
2 Route No.
0412A Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
26.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1928 ADT Total
1900 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
5 Appr. Roadway Width
26.001 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.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
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
3040 Future ADT Year
2042 Bypass Detour
26.09759 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
02049 ODOT County
49 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft. X 8ft. X 42ft. R.C. BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4946 1245 X H Index
53.7178 Latitude
36:13:07.27 Longitude
-95:04:36.72 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 412 ALT. Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
NO VALUE GIVEN Historical Significance
4 Local Bridge ID
NBI Text
02049 Vault Link
http://plansrv1/bridgemaintvault/b02049 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
36.218686 Longitude DD
-95.076867 ODOT County Number
49 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
1713 x
-10583908.4206598 y
4330754.10088927 |
|||||||||||||||||||||||||||||||||||||
| 02048 | 3816 0484 X | 2048 | — | S.H. 9 | CREEK | 3816 0484 X | 3-10ft. X 6ft. X 83ft. R.C.B. | 1928 | 35.08832778 | -98.78475556 | 33.136 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 97.4 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 840 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
1712 BRKEY
2048 NBI No.
2048 On Under
1 Structure No.
3816 0484 X Control No.
016 Lane Ind.
Milepoint
04840 Facility Carried
S.H. 9 Feature Intersected
CREEK Division
05 County
075 Location
4.9 MI E S.H. 54 Sufficiency
97.4 Kind Hwy
3 Level Service
1 Route No.
00009 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1928 ADT Total
840 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
4 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
33.136 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
49.053 HS Inv. Rating Method
2 HS Inv. Method
36.046 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
1344 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
02048 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
3-10ft. X 6ft. X 83ft. R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3816 0484 X H Index
96.04 Latitude
35:05:17.98 Longitude
-98:47:05.12 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 9 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
NBI Text
02048 Vault Link
http://plansrv1/bridgemaintvault/b02048 GIS FO/SD
Meets Standards H Inv. Method
19.952 Latitude DD
35.08832778 Longitude DD
-98.78475556 ODOT County Number
38 Maint. Dist.
5 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
1712 x
-10996668.6870772 y
4175891.02449124 |
|||||||||||||||||||||||||||||||||||||
| 02047 | 0108R0412 X | 2047 | — | U.S. 62 | DENNISON HOLLOW CREEK | 0108 0412 X | 3-10'X 8'X 22' R.C.B. WITH HANDRAILS | 1928 | 35.96323611 | -94.72850556 | 34.121 | 22.001 | — | 3 | 0 | 2 | 22.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 47.8 | Poor (4) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Poor (4) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 1000 | 2017 | 4 | Unmatched |
|
Raw data
OBJECTID
1711 BRKEY
2047 NBI No.
2047 On Under
1 Structure No.
0108R0412 X Control No.
008 Lane Ind.
Milepoint
04120 Facility Carried
U.S. 62 Feature Intersected
DENNISON HOLLOW CREEK Division
01 County
001 Location
4.1 MI.E.CHEROKEE CO Sufficiency
47.8 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
06 - Minor Arterial (Rural) Year Built
1928 ADT Total
1000 ADT Year
2017 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
01 Appr. Roadway Width
22.031 Span Type Main
M Material
1 - Concrete Design
19 Length
34.121 Deck Width
22.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
4 Structure Rating
4 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
5 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
1600 Future ADT Year
2037 Bypass Detour
26.09759 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
02047 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
3-10'X 8'X 22' R.C.B. WITH HANDRAILS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
0108 0412 X H Index
51.4866 Latitude
35:57:47.65 Longitude
-94:43:42.62 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
US-62_ Scour
7 Design Structure
19 - Culvert FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
02047 NBI Text
02047 Vault Link
http://plansrv1/bridgemaintvault/b02047 GIS FO/SD
SD H Inv. Method
20 Latitude DD
35.96323611 Longitude DD
-94.72850556 ODOT County Number
1 Maint. Dist.
1 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
1711 x
-10545129.002547 y
4295563.89590148 |
|||||||||||||||||||||||||||||||||||||
| 01855 | 6404R3488 X | 1855 | — | U.S. 271 | HURD CREEK | 6404 3488 X | 38ft. I-BEAM | 1927 | 34.56226667 | -95.32591944 | 37.999 | 32.799 | — | 1 | 0 | 2 | 30 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Closed (K) | 58.2 | Critical (2) | Good (7) | Satisfactory (6) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 750 | 2011 | 4 | Unmatched |
|
Raw data
OBJECTID
1699 BRKEY
1855 NBI No.
1855 On Under
1 Structure No.
6404R3488 X Control No.
004 Lane Ind.
Milepoint
34880 Facility Carried
U.S. 271 Feature Intersected
HURD CREEK Division
02 County
127 Location
2.36 SE JCT SH-2 Sufficiency
58.2 Kind Hwy
2 Level Service
1 Route No.
00271 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
30 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
1927 ADT Total
750 ADT Year
2011 Design Load
H 15 Skew
0 No. Main Spans
1 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
27.999 Span Type Main
M Material
3 - Steel Design
02 Length
37.999 Deck Width
32.799 Bridge Open Closed
K TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
6 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
2 Deck Geometry
6 Underclearance
N Bridge Posting
1 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
22.046 HS Inv. Rating Method
1 HS Inv. Method
12.346 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1200 Future ADT Year
2031 Bypass Detour
39.767756 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
01855 ODOT County
64 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.401 Rt. Curb SW
1.401 Description
38ft. I-BEAM Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6404 3488 X H Index
86.7083 Latitude
34:33:44.16 Longitude
-95:19:33.31 I257A
1 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 271 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
023 NBI Text
01855 Vault Link
http://plansrv1/bridgemaintvault/b01855 GIS FO/SD
Meets Standards H Inv. Method
8.267 Latitude DD
34.56226667 Longitude DD
-95.32591944 ODOT County Number
64 Maint. Dist.
2 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
1699 x
-10611632.8114614 y
4104552.90393597 |
|||||||||||||||||||||||||||||||||||||
| 02138 | 5904R0601 X | 2138 | — | U.S. 64 | BNSF R.R. UNDER | 5904 0601 X | 2-IBM 1-CONC. GIRDER | 1928 | 36.28708611 | -96.68142222 | 128.937 | 22.999 | — | 2 | 0 | 2 | 20 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 26 | 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 | 880 | 2012 | 4 | Unmatched |
|
Raw data
OBJECTID
1694 BRKEY
2138 NBI No.
2138 On Under
1 Structure No.
5904R0601 X Control No.
004 Lane Ind.
Milepoint
06010 Facility Carried
U.S. 64 Feature Intersected
BNSF R.R. UNDER Division
08 County
117 Location
6.1 MI E JCT SH 18 Sufficiency
26 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
2 Vertical Clearance
N Horizontal Clearance
20 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
1928 ADT Total
880 ADT Year
2012 Design Load
H 15 Skew
0 No. Main Spans
2 Road Width
20 Ref. Underclearance Rt.
R Underclearance Right
20 Underclearance Left
20 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
23.999 Span Type Main
M Material
3 - Steel Design
02 Length
128.937 Deck Width
22.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
4 Super Rating
4 Sub Rating
4 Chan. Rating
N Culv. Rating
N Structure Rating
4 Deck Geometry
3 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
36.707 HS Inv. Rating Method
1 HS Inv. Method
22.046 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1408 Future ADT Year
2032 Bypass Detour
36.039529 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
Nar Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
02138 ODOT County
59 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-IBM 1-CONC. GIRDER Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5904 0601 X H Index
62.2264 Latitude
36:17:13.51 Longitude
-96:40:53.12 I257A
1 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 64 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
02138 Vault Link
http://plansrv1/bridgemaintvault/b02138 GIS FO/SD
SD H Inv. Method
15.873 Latitude DD
36.28708611 Longitude DD
-96.68142222 ODOT County Number
59 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
1694 x
-10762526.6906999 y
4340196.22196783 |
|||||||||||||||||||||||||||||||||||||
| 02046 | 4104 0359 X | 2046 | — | U.S. 62 | LITTLE SAND CREEK TRIB. | 4104 0359 X | 3-10ft.X8ft.X34.8ft. RC BO | 1928 | 35.50673056 | -96.83164722 | 34.121 | 36.745 | — | 3 | 0 | 2 | 34.777 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 89.7 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 2700 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
1692 BRKEY
2046 NBI No.
2046 On Under
1 Structure No.
4104 0359 X Control No.
004 Lane Ind.
Milepoint
03590 Facility Carried
U.S. 62 Feature Intersected
LITTLE SAND CREEK TRIB. Division
03 County
081 Location
3.7 MI E JCT SH 18 Sufficiency
89.7 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1928 ADT Total
2700 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
34.777 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
3 Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
34.121 Deck Width
36.745 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
5 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
53.5 HS Inv. Rating Method
1 HS Inv. Method
32.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4320 Future ADT Year
2042 Bypass Detour
29.825817 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
02046 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
3-10ft.X8ft.X34.8ft. RC BO Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4104 0359 X H Index
93.8227 Latitude
35:30:24.23 Longitude
-96:49:53.93 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 62 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
02046 Vault Link
http://plansrv1/bridgemaintvault/b02046 GIS FO/SD
Meets Standards H Inv. Method
31.1 Latitude DD
35.50673056 Longitude DD
-96.83164722 ODOT County Number
41 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
1692 x
-10779249.6612043 y
4232958.81570055 |
|||||||||||||||||||||||||||||||||||||
| 02045 | 4104 0343 X | 2045 | — | U.S. 62 | LITTLE SAND CREEK | 4104 0343 X | 3-10ft.X10ft.X40ft. RC BOX | 1928 | 35.50673056 | -96.83435556 | 34.121 | 41.995 | — | 3 | 0 | 2 | 40.026 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 86.1 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 2700 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
1691 BRKEY
2045 NBI No.
2045 On Under
1 Structure No.
4104 0343 X Control No.
004 Lane Ind.
Milepoint
03430 Facility Carried
U.S. 62 Feature Intersected
LITTLE SAND CREEK Division
03 County
081 Location
3.5 MI E JCT SH 18 Sufficiency
86.1 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1928 ADT Total
2700 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
40.026 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
3 Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
34.121 Deck Width
41.995 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
7 Structure Rating
6 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
5 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
46.3 HS Inv. Rating Method
1 HS Inv. Method
27.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4320 Future ADT Year
2042 Bypass Detour
29.825817 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
02045 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
3-10ft.X10ft.X40ft. RC BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4104 0343 X H Index
88.7727 Latitude
35:30:24.23 Longitude
-96:50:03.68 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 62 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
02045 Vault Link
http://plansrv1/bridgemaintvault/b02045 GIS FO/SD
Meets Standards H Inv. Method
25.8 Latitude DD
35.50673056 Longitude DD
-96.83435556 ODOT County Number
41 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
1691 x
-10779551.152234 y
4232958.81570055 |
|||||||||||||||||||||||||||||||||||||
| 02044 | 1606 0036 X | 2044 | — | U.S. 62 | ROCK CREEK | 1606 0036 X | 3-10ft.X 10ft.X 136ft. R.C.BOX SK.45 DEG. | 1928 | 34.78761944 | -98.38719167 | 33.999 | 0 | — | 3 | 45 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 93 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 3700 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
1690 BRKEY
2044 NBI No.
2044 On Under
1 Structure No.
1606 0036 X Control No.
006 Lane Ind.
Milepoint
00360 Facility Carried
U.S. 62 Feature Intersected
ROCK CREEK Division
07 County
031 Location
0.3 MI. N. JCT.US277 Sufficiency
93 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
42.999 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
1928 ADT Total
3700 ADT Year
2022 Design Load
H 20 Skew
45 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
13 Appr. Roadway Width
42.999 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
5 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
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
5920 Future ADT Year
2042 Bypass Detour
24.854848 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
02044 ODOT County
16 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 10ft.X 136ft. R.C.BOX SK.45 DEG. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1606 0036 X H Index
98.3784 Latitude
34:47:15.43 Longitude
-98:23:13.89 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 62 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
036 NBI Text
02044 Vault Link
http://plansrv1/bridgemaintvault/b02044 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
34.78761944 Longitude DD
-98.38719167 ODOT County Number
16 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
1690 x
-10952412.0772846 y
4135056.79878058 |
|||||||||||||||||||||||||||||||||||||
| 01854 | 6916 2478 X | 1854 | — | S.H. 53 | CREEK | 6916 2478 X | 3-10ft.X 7ft.X 44ft. R.C.B | 1927 | 34.31081667 | -97.56530556 | 33.1 | 43.999 | — | 3 | 0 | 2 | 43.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 98.9 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 530 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
1680 BRKEY
1854 NBI No.
1854 On Under
1 Structure No.
6916 2478 X Control No.
016 Lane Ind.
Milepoint
24780 Facility Carried
S.H. 53 Feature Intersected
CREEK Division
07 County
137 Location
0.1 MI W CARTER C/L Sufficiency
98.9 Kind Hwy
3 Level Service
1 Route No.
00053 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
43.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1927 ADT Total
530 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
43.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
22.001 Span Type Main
M Material
1 - Concrete Design
19 Length
33.1 Deck Width
43.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
6 Structure Rating
6 Deck Geometry
9 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
848 Future ADT Year
2042 Bypass Detour
26.700001 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
01854 ODOT County
69 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X 7ft.X 44ft. R.C.B Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6916 2478 X H Index
95.7783 Latitude
34:18:38.94 Longitude
-97:33:55.1 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 53 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
47 NBI Text
01854 Vault Link
http://plansrv1/bridgemaintvault/b01854 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
34.31081667 Longitude DD
-97.56530556 ODOT County Number
69 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
1680 x
-10860920.1340293 y
4070613.85891159 |
|||||||||||||||||||||||||||||||||||||
| 01853 | 2602 1227 X | 1853 | — | U.S. 62 | CREEK | 2602 1227 X | 3-10ft. X 10ft. X 174ft. R.C.BOX | 1927 | 35.04435556 | -97.88815 | 34.101 | 0 | — | 3 | 8 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 84.5 | 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 | 7700 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
1679 BRKEY
1853 NBI No.
1853 On Under
1 Structure No.
2602 1227 X Control No.
002 Lane Ind.
Milepoint
12270 Facility Carried
U.S. 62 Feature Intersected
CREEK Division
07 County
051 Location
3.8 MI W SH39 Sufficiency
84.5 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
67.999 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
1927 ADT Total
7700 ADT Year
2022 Design Load
H 20 Skew
8 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
4 Appr. Roadway Width
67.999 Span Type Main
M Material
1 - Concrete Design
19 Length
34.101 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
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
71.1 HS Inv. Rating Method
1 HS Inv. Method
42.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
12320 Future ADT Year
2042 Bypass Detour
54.700002 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
0000 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
01853 ODOT County
26 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft. X 10ft. X 174ft. R.C.BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2602 1227 X H Index
100 Latitude
35:02:39.68 Longitude
-97:53:17.34 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 62 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
12-26 NBI Text
01853 Vault Link
http://plansrv1/bridgemaintvault/b01853 GIS FO/SD
Meets Standards H Inv. Method
25.2 Latitude DD
35.04435556 Longitude DD
-97.88815 ODOT County Number
26 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
1679 x
-10896859.0126956 y
4169910.52240488 |
|||||||||||||||||||||||||||||||||||||
| 01852 | 7502 1180NXF | 1852 | — | I-40 FRONTAGE RD. | CREEK | 7502 1180NXF | 3-10ft.X7ft.X22ft. RDY. R.C.B. | 1927 | 35.45073056 | -99.16137778 | 34.121 | 24.003 | — | 3 | 0 | 2 | 22.001 | 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) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | A | 100 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
1678 BRKEY
1852 NBI No.
1852 On Under
1 Structure No.
7502 1180NXF Control No.
002 Lane Ind.
N Milepoint
11800 Facility Carried
I-40 FRONTAGE RD. Feature Intersected
CREEK Division
05 County
149 Location
0.5 MI. E. JCT. SH-44 Sufficiency
93.4 Kind Hwy
2 Level Service
8 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
22.001 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1927 ADT Total
100 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
AG Appr. Roadway Width
20 Span Type Main
M Material
1 - Concrete Design
19 Length
34.121 Deck Width
24.003 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
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
7 HS Operating Rating Method
3 HS Operating Rating
37.368 HS Inv. Rating Method
3 HS Inv. Method
28.77 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
160 Future ADT Year
2042 Bypass Detour
39.767756 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
Y Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
01852 ODOT County
75 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X7ft.X22ft. RDY. R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
F Alt. Structure Name
7502 1180NXF H Index
90.67 Latitude
35:27:02.63 Longitude
-99:09:40.96 I257A
C I257B
0 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-40 FRONTAGE RD. Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
8 - Service and/or unclassified frontage road Historical Significance
4 Local Bridge ID
W NBI Text
01852 Vault Link
http://plansrv1/bridgemaintvault/b01852 GIS FO/SD
Meets Standards H Inv. Method
15.984 Latitude DD
35.45073056 Longitude DD
-99.16137778 ODOT County Number
75 Maint. Dist.
5 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
1678 x
-11038594.080829 y
4225303.5849148 |
|||||||||||||||||||||||||||||||||||||
| 01851 | 6216 1059 X | 1851 | — | S.H. 19 | CREEK | 6216 1059 X | 3-10ft.X4ft.X95ft. RC BOX | 1927 | 34.78182778 | -96.74865 | 33.136 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 90.5 | 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 | 5800 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
1677 BRKEY
1851 NBI No.
1851 On Under
1 Structure No.
6216 1059 X Control No.
016 Lane Ind.
Milepoint
10590 Facility Carried
S.H. 19 Feature Intersected
CREEK Division
03 County
123 Location
10.7 MI E GARVIN C/L Sufficiency
90.5 Kind Hwy
3 Level Service
1 Route No.
00019 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1927 ADT Total
5800 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
3 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
33.136 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
59.74 HS Inv. Rating Method
1 HS Inv. Method
35.77 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
9280 Future ADT Year
2042 Bypass Detour
21.747992 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
01851 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.X4ft.X95ft. RC BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6216 1059 X H Index
98.68 Latitude
34:46:54.58 Longitude
-96:44:55.14 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 19 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
01851 Vault Link
http://plansrv1/bridgemaintvault/b01851 GIS FO/SD
Meets Standards H Inv. Method
23.07 Latitude DD
34.78182778 Longitude DD
-96.74865 ODOT County Number
62 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
1677 x
-10770010.4529366 y
4134271.79502266 |
|||||||||||||||||||||||||||||||||||||
| 01850 | 3108 0837 X | 1850 | — | S.H. 9 | QUICKSAND BR CREEK | 3108 0837 X | (3) 10ft. X 6ft. X 45ft. LONG RCB | 1927 | 35.26068611 | -95.09473611 | 33.999 | 45 | — | 3 | 0 | 2 | 42.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 87.6 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 6100 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
1676 BRKEY
1850 NBI No.
1850 On Under
1 Structure No.
3108 0837 X Control No.
008 Lane Ind.
Milepoint
08370 Facility Carried
S.H. 9 Feature Intersected
QUICKSAND BR CREEK Division
01 County
061 Location
1.9 E JCT SH-82 Sufficiency
87.6 Kind Hwy
3 Level Service
1 Route No.
00009 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
42.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1927 ADT Total
6100 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
42.999 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
33.999 Deck Width
45 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
5 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
41.1 HS Inv. Rating Method
1 HS Inv. Method
24.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
9760 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
01850 ODOT County
31 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(3) 10ft. X 6ft. X 45ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3108 0837 X H Index
97.9609 Latitude
35:15:38.47 Longitude
-95:05:41.05 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 9 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
08-0837 NBI Text
01850 Vault Link
http://plansrv1/bridgemaintvault/b01850 GIS FO/SD
Meets Standards H Inv. Method
13.9 Latitude DD
35.26068611 Longitude DD
-95.09473611 ODOT County Number
31 Maint. Dist.
1 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
1676 x
-10585897.6008859 y
4199364.01883684 |
|||||||||||||||||||||||||||||||||||||
| 01849 | 5510R0818 X | 1849 | — | S.H. 66 | CREEK | 5510 0818 X | 3-10ft.X 8ft.X 47ft. R.C.BOX | 1927 | 35.659711 | -97.287747 | 31.998 | 48.999 | — | 3 | 0 | 2 | 47.001 | 1 - Concrete | Culvert (19) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.6 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 17 - Collector (Urban) | B | 4600 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
1675 BRKEY
1849 NBI No.
1849 On Under
1 Structure No.
5510R0818 X Control No.
010 Lane Ind.
Milepoint
08180 Facility Carried
S.H. 66 Feature Intersected
CREEK Division
04 County
109 Location
8.2 MI E OF JCT I-35 Sufficiency
97.6 Kind Hwy
3 Level Service
1 Route No.
00066 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
30.699 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
17 - Collector (Urban) Year Built
1927 ADT Total
4600 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
47.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
3 Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
31.998 Deck Width
48.999 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
N Super Rating
N Sub Rating
N Chan. Rating
4 Culv. Rating
6 Structure Rating
6 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
5 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
82.7 HS Inv. Rating Method
1 HS Inv. Method
49.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
7360 Future ADT Year
2042 Bypass Detour
4 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
01849 ODOT County
55 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 47ft. R.C.BOX Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5510 0818 X H Index
83.5242 Latitude
35:39:34.96 Longitude
-97:17:15.89 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 66 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
NBI Text
01849 Vault Link
http://plansrv1/bridgemaintvault/b01849 GIS FO/SD
Meets Standards H Inv. Method
27.5 Latitude DD
35.659711 Longitude DD
-97.287747 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
6 Rural/Urban
Urban ARC_ID_NUM
1675 x
-10830022.4564648 y
4253898.58938124 |
|||||||||||||||||||||||||||||||||||||
| 02136 | 5904R0829 X | 2136 | — | U.S. 64 | HELL ROARING CREEK | 5904 0829 X | 3-34ft. I-BM. SPANS | 1928 | 36.28859444 | -96.64213333 | 110.892 | 35 | — | 3 | 0 | 2 | 32.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 29.4 | Serious (3) | Poor (4) | Poor (4) | Serious (3) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 970 | 2016 | 4 | Unmatched |
|
Raw data
OBJECTID
1674 BRKEY
2136 NBI No.
2136 On Under
1 Structure No.
5904R0829 X Control No.
004 Lane Ind.
Milepoint
08290 Facility Carried
U.S. 64 Feature Intersected
HELL ROARING CREEK Division
08 County
117 Location
8.4 MI E JCT SH 18 Sufficiency
29.4 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
32.001 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
1928 ADT Total
970 ADT Year
2016 Design Load
H 15 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
0 Appr. Roadway Width
23.999 Span Type Main
M Material
3 - Steel Design
02 Length
110.892 Deck Width
35 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
4 Deck Rating
4 Super Rating
4 Sub Rating
3 Chan. Rating
6 Culv. Rating
N Structure Rating
3 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
36.597 HS Inv. Rating Method
1 HS Inv. Method
22.046 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1552 Future ADT Year
2036 Bypass Detour
36.039529 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
-1 Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
02136 ODOT County
59 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
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
5904 0829 X H Index
59.254 Latitude
36:17:18.94 Longitude
-96:38:31.68 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 64 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
02136 Vault Link
http://plansrv1/bridgemaintvault/b02136 GIS FO/SD
SD H Inv. Method
14.661 Latitude DD
36.28859444 Longitude DD
-96.64213333 ODOT County Number
59 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
1674 x
-10758153.0714712 y
4340404.52879003 |
|||||||||||||||||||||||||||||||||||||
| 02135 | 5204R0759 X | 2135 | — | U.S. 64 | MULE CREEK | 5204 0759 X | 3-36ft. I-BM. SPANS WITH 2 -1.5ft. SAFETY CURBS | 1928 | 36.28984444 | -97.14893056 | 111.329 | 31.001 | — | 3 | 0 | 2 | 27.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 38.6 | Poor (4) | Fair (5) | Poor (4) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 2500 | 2012 | 5 | Unmatched |
|
Raw data
OBJECTID
1673 BRKEY
2135 NBI No.
2135 On Under
1 Structure No.
5204R0759 X Control No.
004 Lane Ind.
Milepoint
07590 Facility Carried
U.S. 64 Feature Intersected
MULE CREEK Division
04 County
103 Location
7.8 MI E JCT US77 Sufficiency
38.6 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
27.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1928 ADT Total
2500 ADT Year
2012 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
27.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
23.999 Span Type Main
M Material
3 - Steel Design
02 Length
111.329 Deck Width
31.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
4 Sub Rating
5 Chan. Rating
6 Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
42.88 HS Inv. Rating Method
1 HS Inv. Method
25.684 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4000 Future ADT Year
2032 Bypass Detour
37.282271 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
9999 Min Measured Clearance
9999 NBI Rating
02135 ODOT County
52 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
1.499 Rt. Curb SW
1.499 Description
3-36ft. I-BM. SPANS WITH 2 -1.5ft. SAFETY CURBS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5204 0759 X H Index
76.5374 Latitude
36:17:23.44 Longitude
-97:08:56.15 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 64 Scour
5 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
02135 Vault Link
http://plansrv1/bridgemaintvault/b02135 GIS FO/SD
SD H Inv. Method
17.196 Latitude DD
36.28984444 Longitude DD
-97.14893056 ODOT County Number
52 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
1673 x
-10814569.4810503 y
4340577.16218585 |
|||||||||||||||||||||||||||||||||||||
| 02134 | 0108R0613 X | 2134 | — | U.S. 62 | PEACH EATER CREEK | 0108R0613 X | 3-36ft. I-BM. SPANS | 1928 | 35.95506389 | -94.69685833 | 111.877 | 22.999 | — | 3 | 0 | 2 | 20 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 21.9 | Poor (4) | Fair (5) | Poor (4) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 1220 | 2001 | 4 | Unmatched |
|
Raw data
OBJECTID
1672 BRKEY
2134 NBI No.
2134 On Under
1 Structure No.
0108R0613 X Control No.
008 Lane Ind.
Milepoint
06130 Facility Carried
U.S. 62 Feature Intersected
PEACH EATER CREEK Division
01 County
001 Location
6.1 MI.E.CHEROKEE CO Sufficiency
21.9 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
20 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
1928 ADT Total
1220 ADT Year
2001 Design Load
H 15 Skew
0 No. Main Spans
3 Road Width
20 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
27.999 Span Type Main
M Material
3 - Steel Design
02 Length
111.877 Deck Width
22.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
6 Deck Rating
5 Super Rating
4 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
4 Deck Geometry
2 Underclearance
N Bridge Posting
3 Waterway Adequacy
8 Approach Alignment
7 HS Operating Rating Method
2 HS Operating Rating
29.762 HS Inv. Rating Method
2 HS Inv. Method
18.629 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
1500 Future ADT Year
2018 Bypass Detour
26.09759 School Bus Rte.
3 Posted Weight
203045 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
02134 ODOT County
01 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. I-BM. SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
0108R0613 X H Index
71.7713 Latitude
35:57:18.23 Longitude
-94:41:48.69 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
U.S. 62 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
02134 NBI Text
02134 Vault Link
http://plansrv1/bridgemaintvault/b02134 GIS FO/SD
SD H Inv. Method
11.905 Latitude DD
35.95506389 Longitude DD
-94.69685833 ODOT County Number
1 Maint. Dist.
1 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
1672 x
-10541606.0490184 y
4294439.99292738 |
|||||||||||||||||||||||||||||||||||||
| 02133 | 7508R0414 X | 2133 | — | S.H. 152 | TRAIL CREEK | 7508 0414 X | 3-34ft. I-BEAM SPANS | 1928 | 35.29136111 | -99.29133333 | 110.892 | 33.002 | — | 3 | 0 | 2 | 28.002 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 18.3 | Serious (3) | Satisfactory (6) | Fair (5) | Serious (3) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1500 | 2015 | 4 | Unmatched |
|
Raw data
OBJECTID
1671 BRKEY
2133 NBI No.
2133 On Under
1 Structure No.
7508R0414 X Control No.
008 Lane Ind.
Milepoint
04140 Facility Carried
S.H. 152 Feature Intersected
TRAIL CREEK Division
05 County
149 Location
4.2 MI E BECKHAM CO. Sufficiency
18.3 Kind Hwy
3 Level Service
1 Route No.
00152 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
1928 ADT Total
1500 ADT Year
2015 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
28.002 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
26.001 Span Type Main
M Material
3 - Steel Design
02 Length
110.892 Deck Width
33.002 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
6 Super Rating
5 Sub Rating
3 Chan. Rating
7 Culv. Rating
N Structure Rating
3 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
36.707 HS Inv. Rating Method
1 HS Inv. Method
22.046 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2400 Future ADT Year
2035 Bypass Detour
31.068559 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
02133 ODOT County
75 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-34ft. I-BEAM SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
7508 0414 X H Index
58.6825 Latitude
35:17:28.9 Longitude
-99:17:28.8 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 152 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
02133 Vault Link
http://plansrv1/bridgemaintvault/b02133 GIS FO/SD
SD H Inv. Method
14.661 Latitude DD
35.29136111 Longitude DD
-99.29133333 ODOT County Number
75 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
1671 x
-11053060.6664808 y
4203546.78697408 |
|||||||||||||||||||||||||||||||||||||
| 02132 | 4106 0818 X | 2132 | — | SLWC R.R. | S.H. 66 UNDER | 4106 0818 X | 11ft.-14ft. -41ft.-20ft.-14ft. | 1928 | 35.68359722 | -97.001275 | 118.11 | 8.999 | — | 6 | 0 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | ! | -2 | Not applicable (N) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Not applicable (N) | 27 - Railroad | 27 - Railroad | 1 - On Highway | 07 - Major Collector (Rural) | H | 2700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
1670 BRKEY
2132 NBI No.
2132 On Under
2 Structure No.
4106 0818 X Control No.
006 Lane Ind.
Milepoint
08180 Facility Carried
SLWC R.R. Feature Intersected
S.H. 66 UNDER Division
03 County
081 Location
8.1 MI E OKLA. C/L Sufficiency
-2 Kind Hwy
3 Level Service
1 Route No.
00066 Service Type On
2 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
23.999 Bridge System
H Owner
27 - Railroad Custodian
27 - Railroad Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1928 ADT Total
2700 ADT Year
2022 Design Load
Railroad Skew
0 No. Main Spans
6 Road Width
23.999 Ref. Underclearance Rt.
H Underclearance Right
6.801 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
23.999 Span Type Main
M Material
3 - Steel Design
02 Length
118.11 Deck Width
8.999 Bridge Open Closed
! TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
7 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
N Culv. Rating
N Structure Rating
N Deck Geometry
N Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
N HS Operating Rating Method
! HS Operating Rating
59.55 HS Inv. Rating Method
! HS Inv. Method
59.525 H Operating Rating
! H Inv. Rating Method
! Future ADT
4320 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
Y Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
02132 ODOT County
41 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
9 Lft. Curb SW
0 Rt. Curb SW
0 Description
11ft.-14ft. -41ft.-20ft.-14ft. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4106 0818 X H Index
-1 Latitude
35:41:00.95 Longitude
-97:00:04.59 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
0 Roadway Name
S.H. 66 UNDER Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
02132 Vault Link
http://plansrv1/bridgemaintvault/b02132 GIS FO/SD
Meets Standards H Inv. Method
59.525 Latitude DD
35.68359722 Longitude DD
-97.001275 ODOT County Number
41 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
1670 x
-10798132.5392983 y
4257171.72223921 |
|||||||||||||||||||||||||||||||||||||
| 02131 | 5904R0426 X | 2131 | — | A.T. & S.F. R.R. | U.S. 64 & CREEK UNDER | 5904R0426 X | 5-11ft. TIMBER,30ft. PLATE GIRDER,2-11ft. TIMBER SPANS | 1928 | 36.29166667 | -96.71166667 | 109.908 | 8.999 | — | 1 | 15 | 2 | 8.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | ! | -1 | Not applicable (N) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Not applicable (N) | 27 - Railroad | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | H | 1400 | 1999 | 4 | Unmatched |
|
Raw data
OBJECTID
1669 BRKEY
2131 NBI No.
2131 On Under
2 Structure No.
5904R0426 X Control No.
004 Lane Ind.
Milepoint
04260 Facility Carried
A.T. & S.F. R.R. Feature Intersected
U.S. 64 & CREEK UNDER Division
08 County
117 Location
4.3 MI E JCT SH 18 Sufficiency
-1 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
2 Service Type Off
6 Vertical Clearance
_ Horizontal Clearance
31.499 Bridge System
H Owner
27 - Railroad Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1928 ADT Total
1400 ADT Year
1999 Design Load
Railroad Skew
15 No. Main Spans
1 Road Width
8.999 Ref. Underclearance Rt.
H Underclearance Right
6.001 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
7.999 Span Type Main
M Material
3 - Steel Design
02 Length
109.908 Deck Width
8.999 Bridge Open Closed
! TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
9 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
N Culv. Rating
N Structure Rating
N Deck Geometry
N Underclearance
N Bridge Posting
0 Waterway Adequacy
N Approach Alignment
6 HS Operating Rating Method
! HS Operating Rating
-1 HS Inv. Rating Method
! HS Inv. Method
-1 H Operating Rating
! H Inv. Rating Method
! Future ADT
2800 Future ADT Year
2017 Bypass Detour
0 School Bus Rte.
_ Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
02131 ODOT County
59 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
9 Lft. Curb SW
0 Rt. Curb SW
0 Description
5-11ft. TIMBER,30ft. PLATE GIRDER,2-11ft. TIMBER SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5904R0426 X H Index
100 Latitude
36:17:30 Longitude
-96:42:42 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
U.S. 64 & CREEK UNDER Scour
6 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
02131 Vault Link
http://plansrv1/bridgemaintvault/b02131 GIS FO/SD
Meets Standards H Inv. Method
-1 Latitude DD
36.29166667 Longitude DD
-96.71166667 ODOT County Number
59 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
1669 x
-10765893.4874732 y
4340828.82934265 |
|||||||||||||||||||||||||||||||||||||
| 01939 | 5710R1550 X | 1939 | — | S.H. 11 | BIRD CREEK | 5710R1550 X | 2-80ft. PONY TRUSS & 1 | 1927 | 36.55628333 | -96.15678333 | 328.084 | 21.001 | — | 3 | 0 | 2 | 20 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Posted for load (P) | 17.3 | Critical (2) | Fair (5) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 3450 | 1999 | 4 | Unmatched |
|
Raw data
OBJECTID
1657 BRKEY
1939 NBI No.
1939 On Under
1 Structure No.
5710R1550 X Control No.
010 Lane Ind.
Milepoint
15500 Facility Carried
S.H. 11 Feature Intersected
BIRD CREEK Division
08 County
113 Location
11.6 MI.E. JCT. SH99 Sufficiency
17.3 Kind Hwy
3 Level Service
1 Route No.
00011 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
20 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1927 ADT Total
3450 ADT Year
1999 Design Load
H 15 Skew
0 No. Main Spans
3 Road Width
20 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
328.084 Deck Width
21.001 Bridge Open Closed
P TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
9 Deck Rating
5 Super Rating
6 Sub Rating
5 Chan. Rating
5 Culv. Rating
N Structure Rating
2 Deck Geometry
2 Underclearance
N Bridge Posting
3 Waterway Adequacy
5 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
18.85 HS Inv. Rating Method
2 HS Inv. Method
11.905 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
4500 Future ADT Year
2017 Bypass Detour
34.175415 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
01939 ODOT County
57 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-80ft. PONY TRUSS & 1 Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5710R1550 X H Index
100 Latitude
36:33:22.62 Longitude
-96:09:24.42 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
S.H. 11 Scour
8 Design Structure
10 - Truss - Thru FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
01939 Vault Link
http://plansrv1/bridgemaintvault/b01939 GIS FO/SD
Meets Standards H Inv. Method
11.905 Latitude DD
36.55628333 Longitude DD
-96.15678333 ODOT County Number
57 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
1657 x
-10704124.1566147 y
4377437.55908132 |
|||||||||||||||||||||||||||||||||||||
| 02202 | 3408 0416 X | 2202 | — | U.S. 81 | CREEK | 3408 0416 X | 2 - 10ft. X 6ft. X 44ft. RCB | 1929 | 34.21891111 | -97.98211389 | 21.982 | 46.001 | — | 2 | 0 | 2 | 43.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 90.7 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 2900 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
1656 BRKEY
2202 NBI No.
2202 On Under
1 Structure No.
3408 0416 X Control No.
008 Lane Ind.
Milepoint
04160 Facility Carried
U.S. 81 Feature Intersected
CREEK Division
07 County
067 Location
4.2 MI N JCT US70 Sufficiency
90.7 Kind Hwy
2 Level Service
1 Route No.
00081 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
43.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1929 ADT Total
2900 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
43.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
43.999 Span Type Main
M Material
1 - Concrete Design
19 Length
21.982 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.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
61.9 HS Inv. Rating Method
1 HS Inv. Method
37.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4640 Future ADT Year
2042 Bypass Detour
41.999998 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
02202 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 6ft. X 44ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3408 0416 X H Index
66.4685 Latitude
34:13:08.08 Longitude
-97:58:55.61 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 81 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
032 NBI Text
02202 Vault Link
http://plansrv1/bridgemaintvault/b02202 GIS FO/SD
Meets Standards H Inv. Method
20.6 Latitude DD
34.21891111 Longitude DD
-97.98211389 ODOT County Number
34 Maint. Dist.
7 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
1656 x
-10907319.0250833 y
4058234.45296621 |
|||||||||||||||||||||||||||||||||||||
| 02201 | 1504 0391 X | 2201 | — | U.S. 75 | CREEK | 1504 0391 X | 2-10ft.X8ft.X39ft. RDY RC | 1929 | 34.63110278 | -96.26691667 | 22.966 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 89.3 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 2200 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
1655 BRKEY
2201 NBI No.
2201 On Under
1 Structure No.
1504 0391 X Control No.
004 Lane Ind.
Milepoint
03910 Facility Carried
U.S. 75 Feature Intersected
CREEK Division
03 County
029 Location
4.1 MI N SH3 Sufficiency
89.3 Kind Hwy
2 Level Service
1 Route No.
00075 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.95 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1929 ADT Total
2200 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
3 Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
80.6 HS Inv. Rating Method
1 HS Inv. Method
48.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3520 Future ADT Year
2042 Bypass Detour
60.273005 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
02201 ODOT County
15 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.X8ft.X39ft. RDY RC Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1504 0391 X H Index
83.17 Latitude
34:37:51.97 Longitude
-96:16:00.9 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 75 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
02201 Vault Link
http://plansrv1/bridgemaintvault/b02201 GIS FO/SD
Meets Standards H Inv. Method
27 Latitude DD
34.63110278 Longitude DD
-96.26691667 ODOT County Number
15 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
1655 x
-10716384.1439429 y
4113861.80590826 |
|||||||||||||||||||||||||||||||||||||
| 02200 | 7102 0323 X | 2200 | — | U.S. 62 | CREEK | 7102 0323 X | 2-10ft.x3ft.x176ft. RDY. R.C.B. | 1929 | 34.63784167 | -99.04340833 | 21.982 | 177.999 | — | 2 | 0 | 2 | 176.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 85.6 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 4100 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
1654 BRKEY
2200 NBI No.
2200 On Under
1 Structure No.
7102 0323 X Control No.
002 Lane Ind.
Milepoint
03230 Facility Carried
U.S. 62 Feature Intersected
CREEK Division
05 County
141 Location
3.3 MI E JACKSON C/L Sufficiency
85.6 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
99.9 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1929 ADT Total
4100 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
176.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
3 Appr. Roadway Width
76.001 Span Type Main
M Material
1 - Concrete Design
19 Length
21.982 Deck Width
177.999 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
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
67.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6560 Future ADT Year
2042 Bypass Detour
39.767756 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
02200 ODOT County
71 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.x3ft.x176ft. RDY. R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7102 0323 X H Index
95.71 Latitude
34:38:16.23 Longitude
-99:02:36.27 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 62 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
02200 Vault Link
http://plansrv1/bridgemaintvault/b02200 GIS FO/SD
Meets Standards H Inv. Method
37.5 Latitude DD
34.63784167 Longitude DD
-99.04340833 ODOT County Number
71 Maint. Dist.
5 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
1654 x
-11025461.7817259 y
4114773.53992751 |
|||||||||||||||||||||||||||||||||||||
| 02199 | 7102 0244 X | 2199 | — | U.S. 62 | CREEK | 7102 0244 X | 2-10ft.x4ft.x67 RDY. R.C.B. | 1929 | 34.63788611 | -99.05713889 | 21.982 | 168.999 | — | 2 | 0 | 2 | 167.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 84.9 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 4500 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
1653 BRKEY
2199 NBI No.
2199 On Under
1 Structure No.
7102 0244 X Control No.
002 Lane Ind.
Milepoint
02440 Facility Carried
U.S. 62 Feature Intersected
CREEK Division
05 County
141 Location
2.5 MI E JACKSON C/L Sufficiency
84.9 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
99.9 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1929 ADT Total
4500 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
167.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
5 Appr. Roadway Width
76.001 Span Type Main
M Material
1 - Concrete Design
19 Length
21.982 Deck Width
168.999 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
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
74.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
7200 Future ADT Year
2042 Bypass Detour
39.767756 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
02199 ODOT County
71 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.x4ft.x67 RDY. R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7102 0244 X H Index
67 Latitude
34:38:16.39 Longitude
-99:03:25.7 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 62 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
02199 Vault Link
http://plansrv1/bridgemaintvault/b02199 GIS FO/SD
Meets Standards H Inv. Method
41.6 Latitude DD
34.63788611 Longitude DD
-99.05713889 ODOT County Number
71 Maint. Dist.
5 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
1653 x
-11026990.2606734 y
4114779.55265611 |
|||||||||||||||||||||||||||||||||||||
| 02198 | 6206 0228 X | 2198 | — | S.H. 1 | CREEK | 6206 0228 X | 2-10ft.X8ft.X22ft. RC BOX | 1929 | 34.641028 | -96.808961 | 22.966 | 22.001 | — | 2 | 0 | 2 | 21.982 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 60.1 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Fair (5) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2100 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
1652 BRKEY
2198 NBI No.
2198 On Under
1 Structure No.
6206 0228 X Control No.
006 Lane Ind.
Milepoint
02280 Facility Carried
S.H. 1 Feature Intersected
CREEK Division
03 County
123 Location
2.3 MI NE ROFF Sufficiency
60.1 Kind Hwy
3 Level Service
1 Route No.
00001 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
1929 ADT Total
2100 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
2 Road Width
21.982 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
0 Appr. Roadway Width
22.001 Span Type Main
M Material
1 - Concrete Design
19 Length
22.966 Deck Width
22.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
5 Structure Rating
5 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
79.1 HS Inv. Rating Method
1 HS Inv. Method
47.3 H Operating Rating
1 H Inv. Rating Method
2 Future ADT
3360 Future ADT Year
2042 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
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
02198 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
2-10ft.X8ft.X22ft. RC BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6206 0228 X H Index
67.5247 Latitude
34:38:27.7 Longitude
-96:48:32.26 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 1 Scour
8 Design Structure
19 - Culvert FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
02198 Vault Link
http://plansrv1/bridgemaintvault/b02198 GIS FO/SD
FO H Inv. Method
29.1 Latitude DD
34.641028 Longitude DD
-96.808961 ODOT County Number
62 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
1652 x
-10776724.2427459 y
4115204.65829884 |
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| 02197 | 3910 0207 X | 2197 | — | S.H. 2 | CREEK | 3910 0207 X | (2) 10ft. X 10ft. X 145ft. LONG RCB | 1929 | 34.93796111 | -95.34088333 | 22.999 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 96 | 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 | 1900 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
1651 BRKEY
2197 NBI No.
2197 On Under
1 Structure No.
3910 0207 X Control No.
010 Lane Ind.
Milepoint
02070 Facility Carried
S.H. 2 Feature Intersected
CREEK Division
02 County
077 Location
2.07 N JCT US-270 Sufficiency
96 Kind Hwy
3 Level Service
1 Route No.
00002 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
27.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1929 ADT Total
1900 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
15 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
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
385.8 HS Inv. Rating Method
1 HS Inv. Method
231.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3040 Future ADT Year
2042 Bypass Detour
6.835083 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
02197 ODOT County
39 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(2) 10ft. X 10ft. X 145ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3910 0207 X H Index
99.4311 Latitude
34:56:16.66 Longitude
-95:20:27.18 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 2 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
030 NBI Text
02197 Vault Link
http://plansrv1/bridgemaintvault/b02197 GIS FO/SD
Meets Standards H Inv. Method
205.7 Latitude DD
34.93796111 Longitude DD
-95.34088333 ODOT County Number
39 Maint. Dist.
2 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
1651 x
-10613298.5840765 y
4155453.49947699 |
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| 02125 | 0532 0736 X | 2125 | — | S.H. 152 | INDIAN CREEK | 0532 0736 X | 3-34ft. STEEL I-BEAM SPANS | 1928 | 35.29130556 | -99.51011389 | 103.018 | 35 | — | 3 | 0 | 2 | 32.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 86.2 | Fair (5) | Satisfactory (6) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1200 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
1645 BRKEY
2125 NBI No.
2125 On Under
1 Structure No.
0532 0736 X Control No.
032 Lane Ind.
Milepoint
07360 Facility Carried
S.H. 152 Feature Intersected
INDIAN CREEK Division
05 County
009 Location
0.2 MI W JCT S.H. 34 Sufficiency
86.2 Kind Hwy
3 Level Service
1 Route No.
00152 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
32.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1928 ADT Total
1200 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
32.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
30 Span Type Main
M Material
3 - Steel Design
02 Length
103.018 Deck Width
35 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
5 Sub Rating
5 Chan. Rating
7 Culv. Rating
N Structure Rating
5 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
67 HS Inv. Rating Method
1 HS Inv. Method
40 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1920 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
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
02125 ODOT County
05 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
3-34ft. STEEL I-BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0532 0736 X H Index
92.3648 Latitude
35:17:28.7 Longitude
-99:30:36.41 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 152 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
-1 NBI Text
02125 Vault Link
http://plansrv1/bridgemaintvault/b02125 GIS FO/SD
Meets Standards H Inv. Method
26 Latitude DD
35.29130556 Longitude DD
-99.51011389 ODOT County Number
5 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
1645 x
-11077415.2070155 y
4203539.2108795 |