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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| 12472 | 3822R0755 X | 12472 | Kiowa | S.H. 44 | ELK CREEK | 3822 0755 X | 3-70ft. I-BEAM SPANS | 1950 | 35.11297222 | -99.18171667 | 210.958 | 30.502 | — | 3 | 0 | 2 | 28.002 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 68.5 | Fair (5) | Poor (4) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 480 | 2015 | 5 | Unmatched |
|
Raw data
OBJECTID
12405 BRKEY
12472 NBI No.
12472 On Under
1 Structure No.
3822R0755 X Control No.
022 Lane Ind.
Milepoint
07550 Facility Carried
S.H. 44 Feature Intersected
ELK CREEK Division
05 County
075 Location
7.6 MI N S.H. 9 Sufficiency
68.5 Kind Hwy
3 Level Service
1 Route No.
00044 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
1950 ADT Total
480 ADT Year
2015 Design Load
H 15 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
24.003 Span Type Main
M Material
3 - Steel Design
02 Length
210.958 Deck Width
30.502 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
7 Deck Rating
4 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
39.022 HS Inv. Rating Method
1 HS Inv. Method
23.369 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
768 Future ADT Year
2035 Bypass Detour
24.233476 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
12472 ODOT County
38 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-70ft. I-BEAM SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
3822 0755 X H Index
54.2055 Latitude
35:06:46.7 Longitude
-99:10:54.18 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 44 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
12472 Vault Link
http://plansrv1/bridgemaintvault/b12472 GIS FO/SD
SD H Inv. Method
18.078 Latitude DD
35.11297222 Longitude DD
-99.18171667 ODOT County Number
38 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
12405 x
-11040858.1957071 y
4179244.23524134 |
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| 12471 | 1112 0690 X | 12471 | Cherokee | S.H. 51 | DOUBLE SPRING CREEK | 1112 0690 X | 64ft.-80ft.-64ft. CONT. I-BM. SPANS SK.60 DEG. WITH TR-4 RAIL. | 1950 | 35.93294444 | -95.15015278 | 210.171 | 32.201 | — | 3 | 30 | 2 | 27.999 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 67.9 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 4200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12404 BRKEY
12471 NBI No.
12471 On Under
1 Structure No.
1112 0690 X Control No.
012 Lane Ind.
Milepoint
06900 Facility Carried
S.H. 51 Feature Intersected
DOUBLE SPRING CREEK Division
01 County
021 Location
SH 51; 0.3 MI W JCT SH 80 Sufficiency
67.9 Kind Hwy
3 Level Service
1 Route No.
00051 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
1950 ADT Total
4200 ADT Year
2022 Design Load
H 20 Skew
30 No. Main Spans
3 Road Width
27.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
27.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
210.171 Deck Width
32.201 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
6 Super Rating
6 Sub Rating
7 Chan. Rating
5 Culv. Rating
N Structure Rating
6 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
67 HS Inv. Rating Method
1 HS Inv. Method
40 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6720 Future ADT Year
2042 Bypass Detour
39.146385 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
12471 ODOT County
11 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
64ft.-80ft.-64ft. CONT. I-BM. SPANS SK.60 DEG. WITH TR-4 RAIL. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1112 0690 X H Index
96.5413 Latitude
35:55:58.6 Longitude
-95:09:00.55 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 51 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
0 NBI Text
12471 Vault Link
http://plansrv1/bridgemaintvault/b12471 GIS FO/SD
Meets Standards H Inv. Method
27 Latitude DD
35.93294444 Longitude DD
-95.15015278 ODOT County Number
11 Maint. Dist.
1 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
12404 x
-10592066.5563718 y
4291398.54883071 |
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| 12470 | 7526R0509 X | 12470 | Washita | S.H. 55 | ELK CREEK | 7526 0509 X | 3-70ft. I-BEAM SPANS, SK.30 DEG. R.F. W/ TIMBER PILES | 1950 | 35.16038611 | -99.27005556 | 211.942 | 26.001 | — | 3 | 30 | 2 | 24.003 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 44.1 | Poor (4) | Satisfactory (6) | Poor (4) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 610 | 2014 | 5 | Unmatched |
|
Raw data
OBJECTID
12403 BRKEY
12470 NBI No.
12470 On Under
1 Structure No.
7526R0509 X Control No.
026 Lane Ind.
Milepoint
05090 Facility Carried
S.H. 55 Feature Intersected
ELK CREEK Division
05 County
149 Location
5.1 MI E BECKHAM CO Sufficiency
44.1 Kind Hwy
3 Level Service
1 Route No.
00055 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
24.003 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1950 ADT Total
610 ADT Year
2014 Design Load
H 15 Skew
30 No. Main Spans
3 Road Width
24.003 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
24.003 Span Type Main
M Material
3 - Steel Design
02 Length
211.942 Deck Width
26.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
7 Deck Rating
6 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
37.038 HS Inv. Rating Method
1 HS Inv. Method
22.156 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
976 Future ADT Year
2034 Bypass Detour
32.932673 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
12470 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
3-70ft. I-BEAM SPANS, SK.30 DEG. R.F. W/ TIMBER PILES Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
7526 0509 X H Index
58.1859 Latitude
35:09:37.39 Longitude
-99:16:12.2 I257A
1 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 55 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
12470 Vault Link
http://plansrv1/bridgemaintvault/b12470 GIS FO/SD
SD H Inv. Method
17.086 Latitude DD
35.16038611 Longitude DD
-99.27005556 ODOT County Number
75 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
12403 x
-11050692.0359592 y
4185698.39289888 |
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| 12469 | 0528 0286 X | 12469 | Beckham | S.H. 152 | EAST BUFFALO CREEK | 0528 0286 X | 3-70ft. STEEL I-BEAM SPANS | 1950 | 35.384675 | -99.82816389 | 210.958 | 30.499 | — | 3 | 0 | 2 | 28.002 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 93 | Satisfactory (6) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12402 BRKEY
12469 NBI No.
12469 On Under
1 Structure No.
0528 0286 X Control No.
028 Lane Ind.
Milepoint
02860 Facility Carried
S.H. 152 Feature Intersected
EAST BUFFALO CREEK Division
05 County
009 Location
2.9 MI S JCT S.H. 6 Sufficiency
93 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
1950 ADT Total
700 ADT Year
2022 Design Load
H 15 Skew
0 No. Main Spans
3 Road Width
28.002 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0.899 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
28.002 Span Type Main
M Material
3 - Steel Design
02 Length
210.958 Deck Width
30.499 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
7 Super Rating
7 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
6 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
49 HS Inv. Rating Method
1 HS Inv. Method
29 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1120 Future ADT Year
2042 Bypass Detour
19.262507 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
12469 ODOT County
05 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-70ft. STEEL I-BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0528 0286 X H Index
98.68 Latitude
35:23:04.83 Longitude
-99:49:41.39 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 152 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
12469 Vault Link
http://plansrv1/bridgemaintvault/b12469 GIS FO/SD
Meets Standards H Inv. Method
22 Latitude DD
35.384675 Longitude DD
-99.82816389 ODOT County Number
5 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
12402 x
-11112820.3710623 y
4216280.59801619 |
|||||||||||||||||||||||||||||||||||||
| 12754 | 4014 1127 X | 12754 | Le Flore | U.S. 271 | BUZZARD CREEK | 4014 1127 X | (3) 10ft. X 12ft. X 138ft. RCB SK 30° | 1952 | 34.77715833 | -94.95394167 | 39.301 | 0 | — | 3 | 30 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 92.3 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 1400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12400 BRKEY
12754 NBI No.
12754 On Under
1 Structure No.
4014 1127 X Control No.
014 Lane Ind.
Milepoint
11270 Facility Carried
U.S. 271 Feature Intersected
BUZZARD CREEK Division
02 County
079 Location
11.27 N PUSHMATAHA C/L Sufficiency
92.3 Kind Hwy
2 Level Service
1 Route No.
00271 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
32.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1952 ADT Total
1400 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
20 Appr. Roadway Width
32.001 Span Type Main
M Material
1 - Concrete Design
19 Length
39.301 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
N TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
49 HS Inv. Rating Method
1 HS Inv. Method
29.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2240 Future ADT Year
2042 Bypass Detour
19.883878 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
12754 ODOT County
40 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(3) 10ft. X 12ft. X 138ft. RCB SK 30° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4014 1127 X H Index
98.02 Latitude
34:46:37.77 Longitude
-94:57:14.19 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 271 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
084 NBI Text
12754 Vault Link
http://plansrv1/bridgemaintvault/b12754 GIS FO/SD
Meets Standards H Inv. Method
25 Latitude DD
34.77715833 Longitude DD
-94.95394167 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
12400 x
-10570224.4355186 y
4133638.93615561 |
|||||||||||||||||||||||||||||||||||||
| 12753 | 5824 0909 X | 12753 | Ottawa | S.H. 10 | CREEK | 5824 0909 X | 2-10ft.X 6ft.X 49ft. R.C.B | 1952 | 36.87133056 | -94.77379444 | 32.152 | 0 | — | 2 | 45 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 83.1 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 4200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12399 BRKEY
12753 NBI No.
12753 On Under
1 Structure No.
5824 0909 X Control No.
024 Lane Ind.
Milepoint
09090 Facility Carried
S.H. 10 Feature Intersected
CREEK Division
08 County
115 Location
4.1 MI W SH10C Sufficiency
83.1 Kind Hwy
3 Level Service
1 Route No.
00010 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
36.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1952 ADT Total
4200 ADT Year
2022 Design Load
HS 20 Skew
45 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
3 Appr. Roadway Width
26.001 Span Type Main
M Material
1 - Concrete Design
19 Length
32.152 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
43.2 HS Inv. Rating Method
1 HS Inv. Method
25.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6720 Future ADT Year
2042 Bypass Detour
14.912909 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
12753 ODOT County
58 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 6ft.X 49ft. R.C.B Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5824 0909 X H Index
92.8156 Latitude
36:52:16.79 Longitude
-94:46:25.66 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 10 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
12753 Vault Link
http://plansrv1/bridgemaintvault/b12753 GIS FO/SD
Meets Standards H Inv. Method
14.4 Latitude DD
36.87133056 Longitude DD
-94.77379444 ODOT County Number
58 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
12399 x
-10550170.5376072 y
4421187.06973781 |
|||||||||||||||||||||||||||||||||||||
| 12752 | 1124 0600 X | 12752 | Cherokee | S.H. 82 | GOURD CREEK | 1124 0600 X | 3-8ft.X 6ft.X 30ft. R.C.BO | 1952 | 35.987864 | -94.979831 | 38.058 | 32.001 | — | 3 | 45 | 2 | 30 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 65.6 | 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) | B | 7600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12398 BRKEY
12752 NBI No.
12752 On Under
1 Structure No.
1124 0600 X Control No.
024 Lane Ind.
Milepoint
06000 Facility Carried
S.H. 82 Feature Intersected
GOURD CREEK Division
01 County
021 Location
6.0 MI N US62 Sufficiency
65.6 Kind Hwy
3 Level Service
1 Route No.
00082 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
30 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1952 ADT Total
7600 ADT Year
2022 Design Load
HS 20 Skew
45 No. Main Spans
3 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
30 Span Type Main
M Material
1 - Concrete Design
19 Length
38.058 Deck Width
32.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
69.7 HS Inv. Rating Method
1 HS Inv. Method
41.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
12160 Future ADT Year
2042 Bypass Detour
52.816551 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
12752 ODOT County
11 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-8ft.X 6ft.X 30ft. R.C.BO Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1124 0600 X H Index
93.9466 Latitude
35:59:16.31 Longitude
-94:58:47.39 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 82 Scour
8 Design Structure
19 - Culvert FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
0 NBI Text
12752 Vault Link
http://plansrv1/bridgemaintvault/b12752 GIS FO/SD
FO H Inv. Method
24 Latitude DD
35.987864 Longitude DD
-94.979831 ODOT County Number
11 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
12398 x
-10573106.4225512 y
4298951.60562537 |
|||||||||||||||||||||||||||||||||||||
| 12751 | 6302 0582 X | 12751 | Pottawatomie | S.H. 270 | CREEK | 6302 0582 X | 2-8ft.X 7ft.X 108ft. RDY R | 1952 | 35.40580833 | -97.05648611 | 38.058 | 23.999 | — | 2 | 30 | 2 | 23.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 74.7 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 3500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12397 BRKEY
12751 NBI No.
12751 On Under
1 Structure No.
6302 0582 X Control No.
002 Lane Ind.
Milepoint
05820 Facility Carried
S.H. 270 Feature Intersected
CREEK Division
03 County
125 Location
2.9 MI S-E JCT OF 102 S Sufficiency
74.7 Kind Hwy
3 Level Service
1 Route No.
00270 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1952 ADT Total
3500 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
2 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
38.058 Deck Width
23.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
7 Structure Rating
6 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
47.92 HS Inv. Rating Method
1 HS Inv. Method
28.75 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5600 Future ADT Year
2042 Bypass Detour
3.106856 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
12751 ODOT County
63 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-8ft.X 7ft.X 108ft. RDY R Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6302 0582 X H Index
98.4988 Latitude
35:24:20.91 Longitude
-97:03:23.35 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 270 Scour
8 Design Structure
19 - Culvert FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
12751 Vault Link
http://plansrv1/bridgemaintvault/b12751 GIS FO/SD
FO H Inv. Method
15.97 Latitude DD
35.40580833 Longitude DD
-97.05648611 ODOT County Number
63 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
12397 x
-10804278.6119496 y
4219166.54147586 |
|||||||||||||||||||||||||||||||||||||
| 12750 | 1124 0579 X | 12750 | Cherokee | S.H. 82 | GOURD CREEK | 1124 0579 X | 3-8ft.X 6ft.X 30ft. R.C.BO | 1952 | 35.98790833 | -94.98258889 | 38.058 | 32.001 | — | 3 | 45 | 2 | 30 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 65.6 | 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) | B | 7600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12396 BRKEY
12750 NBI No.
12750 On Under
1 Structure No.
1124 0579 X Control No.
024 Lane Ind.
Milepoint
05790 Facility Carried
S.H. 82 Feature Intersected
GOURD CREEK Division
01 County
021 Location
5.7 MI N US62 Sufficiency
65.6 Kind Hwy
3 Level Service
1 Route No.
00082 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
30 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1952 ADT Total
7600 ADT Year
2022 Design Load
HS 20 Skew
45 No. Main Spans
3 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
30 Span Type Main
M Material
1 - Concrete Design
19 Length
38.058 Deck Width
32.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
6 Structure Rating
6 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
69.7 HS Inv. Rating Method
1 HS Inv. Method
41.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
12160 Future ADT Year
2042 Bypass Detour
52.816551 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
12750 ODOT County
11 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-8ft.X 6ft.X 30ft. R.C.BO Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1124 0579 X H Index
92.9643 Latitude
35:59:16.47 Longitude
-94:58:57.32 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 82 Scour
8 Design Structure
19 - Culvert FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
0 NBI Text
12750 Vault Link
http://plansrv1/bridgemaintvault/b12750 GIS FO/SD
FO H Inv. Method
24 Latitude DD
35.98790833 Longitude DD
-94.98258889 ODOT County Number
11 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
12396 x
-10573413.4294616 y
4298957.70442831 |
|||||||||||||||||||||||||||||||||||||
| 12749 | 3110 0564 X | 12749 | Haskell | S.H. 26 | NO NAME CREEK | 3110 0564 X | (3) 10ft. X 8ft. X 34.5ft. LONG RCB | 1952 | 35.22321944 | -94.95577222 | 33.999 | 34.501 | — | 3 | 0 | 2 | 32.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 99 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 950 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12395 BRKEY
12749 NBI No.
12749 On Under
1 Structure No.
3110 0564 X Control No.
010 Lane Ind.
Milepoint
05640 Facility Carried
S.H. 26 Feature Intersected
NO NAME CREEK Division
01 County
061 Location
2.4 S JCT SH-9 Sufficiency
99 Kind Hwy
3 Level Service
1 Route No.
00026 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
32.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1952 ADT Total
950 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
32.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
30 Span Type Main
M Material
1 - Concrete Design
19 Length
33.999 Deck Width
34.501 Bridge Open Closed
A TSF Rail
1 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
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1520 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
12749 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 8ft. X 34.5ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
3110 0564 X H Index
92.6672 Latitude
35:13:23.59 Longitude
-94:57:20.78 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 26 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
10-0564 NBI Text
12749 Vault Link
http://plansrv1/bridgemaintvault/b12749 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
35.22321944 Longitude DD
-94.95577222 ODOT County Number
31 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
12395 x
-10570428.2114125 y
4194257.30238694 |
|||||||||||||||||||||||||||||||||||||
| 12563 | 5220 1175 X | 12563 | Noble | S.H. 15 | COON CREEK | 5220 1175 X | 3-10ft. X 7ft. X 30ft. R.C. BOX W/ BC TYPE RAILS | 1951 | 36.46365556 | -97.07238056 | 31.66 | 32.001 | — | 3 | 0 | 2 | 30 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 84.1 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 780 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12388 BRKEY
12563 NBI No.
12563 On Under
1 Structure No.
5220 1175 X Control No.
020 Lane Ind.
Milepoint
11750 Facility Carried
S.H. 15 Feature Intersected
COON CREEK Division
04 County
103 Location
0.25 MI W OF JCT US 177 Sufficiency
84.1 Kind Hwy
3 Level Service
1 Route No.
00015 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
30 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1951 ADT Total
780 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
31.66 Deck Width
32.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
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
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
42.8 HS Inv. Rating Method
1 HS Inv. Method
25.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1248 Future ADT Year
2042 Bypass Detour
3.106856 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
12563 ODOT County
52 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 30ft. R.C. BOX W/ BC TYPE RAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5220 1175 X H Index
67.3027 Latitude
36:27:49.16 Longitude
-97:04:20.57 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 15 Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
12563 Vault Link
http://plansrv1/bridgemaintvault/b12563 GIS FO/SD
Meets Standards H Inv. Method
14.3 Latitude DD
36.46365556 Longitude DD
-97.07238056 ODOT County Number
52 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
12388 x
-10806047.9740301 y
4364608.6501261 |
|||||||||||||||||||||||||||||||||||||
| 12562 | 4106 1100 X | 12562 | Lincoln | S.H. 66 | CREEK | 4106 1100 X | 3-10ft.X7ft.X36ft. RC BOX | 1951 | 35.6953 | -96.95536944 | 33.136 | 23.999 | — | 3 | 0 | 2 | 23.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 50.8 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 3800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12387 BRKEY
12562 NBI No.
12562 On Under
1 Structure No.
4106 1100 X Control No.
006 Lane Ind.
Milepoint
11000 Facility Carried
S.H. 66 Feature Intersected
CREEK Division
03 County
081 Location
11.0 MI E OKLA. C/L Sufficiency
50.8 Kind Hwy
3 Level Service
1 Route No.
00066 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1951 ADT Total
3800 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
AG Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
33.136 Deck Width
23.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
7 Structure Rating
5 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
5 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
37.809 HS Inv. Rating Method
1 HS Inv. Method
22.708 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
6080 Future ADT Year
2042 Bypass Detour
31.689931 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
12562 ODOT County
41 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X7ft.X36ft. RC BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4106 1100 X H Index
97.647 Latitude
35:41:43.08 Longitude
-96:57:19.33 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 66 Scour
8 Design Structure
19 - Culvert FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
12562 Vault Link
http://plansrv1/bridgemaintvault/b12562 GIS FO/SD
FO H Inv. Method
14.33 Latitude DD
35.6953 Longitude DD
-96.95536944 ODOT County Number
41 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
12387 x
-10793022.3557345 y
4258775.71385389 |
|||||||||||||||||||||||||||||||||||||
| 12561 | 6328R1004 X | 12561 | Pottawatomie | S.H. 39 | GIL CREEK | 6328 1004 X | 3-10ft.X 9ft.X 30ft. RDY R | 1951 | 34.985939 | -96.980433 | 34.121 | 23.999 | — | 3 | 0 | 2 | 23.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 76.5 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1800 | 2020 | 5 | Unmatched |
|
Raw data
OBJECTID
12386 BRKEY
12561 NBI No.
12561 On Under
1 Structure No.
6328R1004 X Control No.
028 Lane Ind.
Milepoint
10040 Facility Carried
S.H. 39 Feature Intersected
GIL CREEK Division
03 County
125 Location
9.9 MI E C/L Sufficiency
76.5 Kind Hwy
3 Level Service
1 Route No.
00039 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.95 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1951 ADT Total
1800 ADT Year
2020 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
34.121 Deck Width
23.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
6 Structure Rating
6 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
64.29 HS Inv. Rating Method
1 HS Inv. Method
38.57 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2880 Future ADT Year
2040 Bypass Detour
37.903642 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
12561 ODOT County
63 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X 9ft.X 30ft. RDY R Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6328 1004 X H Index
97.3289 Latitude
34:59:09.38 Longitude
-96:58:49.56 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 39 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
12561 Vault Link
http://plansrv1/bridgemaintvault/b12561 GIS FO/SD
Meets Standards H Inv. Method
21.79 Latitude DD
34.985939 Longitude DD
-96.980433 ODOT County Number
63 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
12386 x
-10795812.4184712 y
4161970.47446901 |
|||||||||||||||||||||||||||||||||||||
| 12560 | 7112 0938 X | 12560 | Tillman | S.H. 5 | CREEK | 7112 0938 X | 3-10ft.x6ft.x34ft. RDY. R.C.B. | 1951 | 34.43545833 | -99.13257222 | 33.136 | 36.001 | — | 3 | 0 | 2 | 34.003 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 94 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12385 BRKEY
12560 NBI No.
12560 On Under
1 Structure No.
7112 0938 X Control No.
012 Lane Ind.
Milepoint
09380 Facility Carried
S.H. 5 Feature Intersected
CREEK Division
05 County
141 Location
5.1 MI S JCT S.H. 5C Sufficiency
94 Kind Hwy
3 Level Service
1 Route No.
00005 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
34.003 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1951 ADT Total
800 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
34.003 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
28.002 Span Type Main
M Material
1 - Concrete Design
19 Length
33.136 Deck Width
36.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
6 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
41.998 HS Inv. Rating Method
1 HS Inv. Method
30.203 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1280 Future ADT Year
2042 Bypass Detour
36.039529 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
12560 ODOT County
71 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.x6ft.x34ft. RDY. R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7112 0938 X H Index
91.8338 Latitude
34:26:07.65 Longitude
-99:07:57.26 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 5 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
12560 Vault Link
http://plansrv1/bridgemaintvault/b12560 GIS FO/SD
Meets Standards H Inv. Method
16.755 Latitude DD
34.43545833 Longitude DD
-99.13257222 ODOT County Number
71 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
12385 x
-11035387.4605578 y
4087424.39494235 |
|||||||||||||||||||||||||||||||||||||
| 12559 | 1444 0925 X | 12559 | Cleveland | U.S. 77 | LITTLE RIVER | 1444 0762 X | 3-10ft.X 12ft.X 103ft. RDY | 1951 | 35.274217 | -97.481025 | 34.121 | 105 | — | 3 | 0 | 2 | 60 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 89.9 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 19500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12384 BRKEY
12559 NBI No.
12559 On Under
1 Structure No.
1444 0925 X Control No.
044 Lane Ind.
Milepoint
09250 Facility Carried
U.S. 77 Feature Intersected
LITTLE RIVER Division
03 County
027 Location
7.6 MI N&W OF SH 9 Sufficiency
89.9 Kind Hwy
2 Level Service
1 Route No.
00077 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
60 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
1951 ADT Total
19500 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
60 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
4 Appr. Roadway Width
60 Span Type Main
M Material
1 - Concrete Design
19 Length
34.121 Deck Width
105 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
8 Structure Rating
8 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
99.97 HS Inv. Rating Method
1 HS Inv. Method
89.51 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
31200 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
12559 ODOT County
14 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X 12ft.X 103ft. RDY Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1444 0762 X H Index
99.01 Latitude
35:16:27.18 Longitude
-97:28:51.69 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 77 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
12559 Vault Link
http://plansrv1/bridgemaintvault/b12559 GIS FO/SD
Meets Standards H Inv. Method
47.73 Latitude DD
35.274217 Longitude DD
-97.481025 ODOT County Number
14 Maint. Dist.
3 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
12384 x
-10851538.0650064 y
4201208.86270873 |
|||||||||||||||||||||||||||||||||||||
| 12558 | 1406 0630 X | 12558 | Cleveland | I-35 | LITTLE RIVER | 1406 0630 X | 3-10ft.X 12ft.X 205.05ft. RDY | 1951 | 35.27595833 | -97.48574444 | 37.001 | 98.999 | — | 3 | 30 | 7 | 98.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 84 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 80500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12383 BRKEY
12558 NBI No.
12558 On Under
1 Structure No.
1406 0630 X Control No.
006 Lane Ind.
Milepoint
06300 Facility Carried
I-35 Feature Intersected
LITTLE RIVER Division
03 County
027 Location
4.2 MI S JCT SH37 Sufficiency
84 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
98.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1951 ADT Total
80500 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
98.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
7 Fill RCB
FG Appr. Roadway Width
37.999 Span Type Main
M Material
1 - Concrete Design
19 Length
37.001 Deck Width
98.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
6 Structure Rating
6 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
61.8 HS Inv. Rating Method
1 HS Inv. Method
37.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
128800 Future ADT Year
2042 Bypass Detour
8.077825 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
12558 ODOT County
14 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X 12ft.X 205.05ft. RDY Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1406 0630 X H Index
99.9957 Latitude
35:16:33.45 Longitude
-97:29:08.68 I257A
C I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
I-35 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
12558 Vault Link
http://plansrv1/bridgemaintvault/b12558 GIS FO/SD
Meets Standards H Inv. Method
20.6 Latitude DD
35.27595833 Longitude DD
-97.48574444 ODOT County Number
14 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
12383 x
-10852063.430664 y
4201446.30346835 |
|||||||||||||||||||||||||||||||||||||
| 12467 | 2420 0047 X | 12467 | Garfield | S.H. 74 | OTTER CREEK | 2420 0047 X | 3-60ft. I-BM. SPANS W/ TR-4 RAILS | 1950 | 36.17160833 | -97.58606389 | 181.001 | 31.198 | — | 3 | 0 | 2 | 28.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 76.8 | Fair (5) | Good (7) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12382 BRKEY
12467 NBI No.
12467 On Under
1 Structure No.
2420 0047 X Control No.
020 Lane Ind.
Milepoint
00470 Facility Carried
S.H. 74 Feature Intersected
OTTER CREEK Division
04 County
047 Location
.5 MI N LOGAN C/L Sufficiency
76.8 Kind Hwy
3 Level Service
1 Route No.
00074 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
28.999 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
1950 ADT Total
1400 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
28.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
27.999 Span Type Main
M Material
3 - Steel Design
02 Length
181.001 Deck Width
31.198 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
7 Super Rating
5 Sub Rating
5 Chan. Rating
7 Culv. Rating
N Structure Rating
5 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
81 HS Inv. Rating Method
1 HS Inv. Method
49 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2240 Future ADT Year
2042 Bypass Detour
35.999999 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
12467 ODOT County
24 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-60ft. I-BM. SPANS W/ TR-4 RAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2420 0047 X H Index
88.6317 Latitude
36:10:17.79 Longitude
-97:35:09.83 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 74 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
12467 Vault Link
http://plansrv1/bridgemaintvault/b12467 GIS FO/SD
Meets Standards H Inv. Method
39 Latitude DD
36.17160833 Longitude DD
-97.58606389 ODOT County Number
24 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
12382 x
-10863230.9407547 y
4324260.17838613 |
|||||||||||||||||||||||||||||||||||||
| 12462 | 3822R0774 X | 12462 | Kiowa | S.H. 44 | ELK CREEK O'FLOW | 3822 0774 X | 7-25ft. CONT. CONC. SLAB SPANS | 1950 | 35.11507778 | -99.17950278 | 174.869 | 30.502 | — | 7 | 0 | 2 | 28.002 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 54.6 | Poor (4) | Poor (4) | Poor (4) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 480 | 2015 | 5 | Unmatched |
|
Raw data
OBJECTID
12377 BRKEY
12462 NBI No.
12462 On Under
1 Structure No.
3822R0774 X Control No.
022 Lane Ind.
Milepoint
07740 Facility Carried
S.H. 44 Feature Intersected
ELK CREEK O'FLOW Division
05 County
075 Location
7.8 MI N S.H. 9 Sufficiency
54.6 Kind Hwy
3 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
9 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
1950 ADT Total
480 ADT Year
2015 Design Load
H 15 Skew
0 No. Main Spans
7 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
24.003 Span Type Main
M Material
1 - Concrete Design
01 Length
174.869 Deck Width
30.502 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
7 Deck Rating
4 Super Rating
4 Sub Rating
4 Chan. Rating
N Culv. Rating
N Structure Rating
4 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
41.888 HS Inv. Rating Method
1 HS Inv. Method
25.133 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
768 Future ADT Year
2035 Bypass Detour
24.233476 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
-1 Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
12462 ODOT County
38 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
7-25ft. CONT. CONC. SLAB SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
3822 0774 X H Index
83.5562 Latitude
35:06:54.28 Longitude
-99:10:46.21 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 44 Scour
8 Design Structure
1 - Slab FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
12462 Vault Link
http://plansrv1/bridgemaintvault/b12462 GIS FO/SD
SD H Inv. Method
13.999 Latitude DD
35.11507778 Longitude DD
-99.17950278 ODOT County Number
38 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
12377 x
-11040611.7465997 y
4179530.77228892 |
|||||||||||||||||||||||||||||||||||||
| 12748 | 1124 0400 X | 12748 | Cherokee | S.H. 82 | CREEK | 1124 0400 X | 3-8ft.X 5ft.X 30ft. R.C.BO | 1952 | 35.968369 | -94.966725 | 30.84 | 32.001 | — | 3 | 30 | 2 | 30 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 65.6 | 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) | B | 7600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12376 BRKEY
12748 NBI No.
12748 On Under
1 Structure No.
1124 0400 X Control No.
024 Lane Ind.
Milepoint
04000 Facility Carried
S.H. 82 Feature Intersected
CREEK Division
01 County
021 Location
4.0 MI N US62 Sufficiency
65.6 Kind Hwy
3 Level Service
1 Route No.
00082 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
30 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1952 ADT Total
7600 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
30 Span Type Main
M Material
1 - Concrete Design
19 Length
30.84 Deck Width
32.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 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
80.5 HS Inv. Rating Method
1 HS Inv. Method
48.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
12160 Future ADT Year
2042 Bypass Detour
52.816551 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
12748 ODOT County
11 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-8ft.X 5ft.X 30ft. R.C.BO Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1124 0400 X H Index
91.7136 Latitude
35:58:06.13 Longitude
-94:58:00.21 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 82 Scour
7 Design Structure
19 - Culvert FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
0 NBI Text
12748 Vault Link
http://plansrv1/bridgemaintvault/b12748 GIS FO/SD
FO H Inv. Method
26.8 Latitude DD
35.968369 Longitude DD
-94.966725 ODOT County Number
11 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
12376 x
-10571647.4693048 y
4296269.86763649 |
|||||||||||||||||||||||||||||||||||||
| 12747 | 6616R0363 X | 12747 | Rogers | S.H. 28 | CREEK | 6616R0363 X | 2-15ft. TIMBER SPANS | 1952 | 36.475 | -95.435 | 32.152 | 22.001 | — | 2 | 0 | 2 | 21.299 | 7 - Wood or Timber | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 13.1 | Critical (2) | Good (7) | Good (7) | Critical (2) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 570 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
12375 BRKEY
12747 NBI No.
12747 On Under
1 Structure No.
6616R0363 X Control No.
016 Lane Ind.
Milepoint
03630 Facility Carried
S.H. 28 Feature Intersected
CREEK Division
08 County
131 Location
3.7 MI S JCT SH 66 Sufficiency
13.1 Kind Hwy
3 Level Service
1 Route No.
00028 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
21.299 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1952 ADT Total
570 ADT Year
1999 Design Load
Other or Unknown Skew
0 No. Main Spans
2 Road Width
21.299 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
27.999 Span Type Main
M Material
7 - Wood or Timber Design
02 Length
32.152 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.
9 Deck Rating
7 Super Rating
7 Sub Rating
2 Chan. Rating
6 Culv. Rating
N Structure Rating
2 Deck Geometry
3 Underclearance
N Bridge Posting
0 Waterway Adequacy
5 Approach Alignment
9 HS Operating Rating Method
2 HS Operating Rating
9.921 HS Inv. Rating Method
2 HS Inv. Method
9.921 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
700 Future ADT Year
2017 Bypass Detour
13.048795 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
12747 ODOT County
66 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-15ft. TIMBER SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6616R0363 X H Index
100 Latitude
36:28:30 Longitude
-95:26:06 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 28 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
12747 Vault Link
http://plansrv1/bridgemaintvault/b12747 GIS FO/SD
SD H Inv. Method
6.945 Latitude DD
36.475 Longitude DD
-95.435 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
12375 x
-10623775.6038561 y
4366179.02599872 |
|||||||||||||||||||||||||||||||||||||
| 12746 | 1906 0308 X | 12746 | Creek | S.H. 66 | CREEK | 1906 0308 X | (11.5ft.-15ft.-11.5ft.) X 14ft. X 376ft. R.C. BOX | 1952 | 36.02705 | -96.09015556 | 42.999 | 0 | — | 3 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 67 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | B | 16700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12374 BRKEY
12746 NBI No.
12746 On Under
1 Structure No.
1906 0308 X Control No.
006 Lane Ind.
Milepoint
03080 Facility Carried
S.H. 66 Feature Intersected
CREEK Division
08 County
037 Location
3.0 MI NE JCT SH 97 Sufficiency
67 Kind Hwy
3 Level Service
1 Route No.
00066 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
70 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1952 ADT Total
16700 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
20 Appr. Roadway Width
69.882 Span Type Main
M Material
1 - Concrete Design
19 Length
42.999 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
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
49.1 HS Inv. Rating Method
2 HS Inv. Method
36 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
26720 Future ADT Year
2042 Bypass Detour
19.883878 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
12746 ODOT County
19 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(11.5ft.-15ft.-11.5ft.) X 14ft. X 376ft. R.C. BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1906 0308 X H Index
93.7951 Latitude
36:01:37.38 Longitude
-96:05:24.56 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 66 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
12746 Vault Link
http://plansrv1/bridgemaintvault/b12746 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
36.02705 Longitude DD
-96.09015556 ODOT County Number
19 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
12374 x
-10696707.1871856 y
4304344.04895977 |
|||||||||||||||||||||||||||||||||||||
| 12745 | 7030 0237 X | 12745 | Texas | S.H. 95 | CREEK | 7030 0237 X | 3-10ft.X 9ft.X 34.4ft. RCB W/HANDRAILS | 1952 | 36.53124722 | -101.789375 | 32.152 | 34.4 | — | 3 | 0 | 2 | 32.4 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 84 | 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 | 580 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12373 BRKEY
12745 NBI No.
12745 On Under
1 Structure No.
7030 0237 X Control No.
030 Lane Ind.
Milepoint
02370 Facility Carried
S.H. 95 Feature Intersected
CREEK Division
06 County
139 Location
2.4 MI N JCT US 54 Sufficiency
84 Kind Hwy
3 Level Service
1 Route No.
00095 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
32.402 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1952 ADT Total
580 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
32.4 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
32.152 Deck Width
34.4 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
5 Structure Rating
5 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
99.98 HS Inv. Rating Method
1 HS Inv. Method
60.47 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
928 Future ADT Year
2042 Bypass Detour
37.903642 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
12745 ODOT County
70 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X 9ft.X 34.4ft. RCB W/HANDRAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7030 0237 X H Index
76.8619 Latitude
36:31:52.49 Longitude
-101:47:21.75 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 95 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
12745 Vault Link
http://plansrv1/bridgemaintvault/b12745 GIS FO/SD
Meets Standards H Inv. Method
33.58 Latitude DD
36.53124722 Longitude DD
-101.789375 ODOT County Number
70 Maint. Dist.
6 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
12373 x
-11331141.3931656 y
4373968.553378 |
|||||||||||||||||||||||||||||||||||||
| 12744 | 0527 0154 X | 12744 | Beckham | S.H. 152 | CREEK | 0527 0234 X | 3-10ft. X 9ft. X 36ft. RDY. R.C.B. W/ CONC. TRAFFIC RAILS | 1952 | 35.422269 | -99.937367 | 34.121 | 38.002 | — | 3 | 0 | 2 | 36.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 85.7 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12372 BRKEY
12744 NBI No.
12744 On Under
1 Structure No.
0527 0154 X Control No.
027 Lane Ind.
Milepoint
01540 Facility Carried
S.H. 152 Feature Intersected
CREEK Division
05 County
009 Location
3.6 MI E TEXAS ST. LINE Sufficiency
85.7 Kind Hwy
3 Level Service
1 Route No.
00152 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
36.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1952 ADT Total
2600 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
36.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
30 Span Type Main
M Material
1 - Concrete Design
19 Length
34.121 Deck Width
38.002 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
6 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
48.8 HS Inv. Rating Method
1 HS Inv. Method
29.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4160 Future ADT Year
2042 Bypass Detour
41.010498 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
12744 ODOT County
05 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft. X 9ft. X 36ft. RDY. R.C.B. W/ CONC. TRAFFIC RAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0527 0234 X H Index
96.3588 Latitude
35:25:20.17 Longitude
-99:56:14.52 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 152 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
12744 Vault Link
http://plansrv1/bridgemaintvault/b12744 GIS FO/SD
Meets Standards H Inv. Method
18.1 Latitude DD
35.422269 Longitude DD
-99.937367 ODOT County Number
5 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
12372 x
-11124976.8056605 y
4221414.9160315 |
|||||||||||||||||||||||||||||||||||||
| 12743 | 5576T0220EX | 12743 | Oklahoma | TURNER TP (I-44) | CO. RD. N3150 UNDER | 5576T0220EX | 35ft. I-BEAM SPAN, SK 76 LF | 1952 | 35.60606667 | -97.38960278 | 35 | 42.999 | — | 1 | 14 | 2 | 38.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 88.9 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | T | 12450 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12371 BRKEY
12743 NBI No.
12743 On Under
1 Structure No.
5576T0220EX Control No.
076 Lane Ind.
E Milepoint
02200 Facility Carried
TURNER TP (I-44) Feature Intersected
CO. RD. N3150 UNDER Division
04 County
109 Location
2.2 MI N E JCT I-35 Sufficiency
88.9 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
82.999 Bridge System
T Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1952 ADT Total
12450 ADT Year
2022 Design Load
HS 20 Skew
14 No. Main Spans
1 Road Width
38.999 Ref. Underclearance Rt.
H Underclearance Right
3.501 Underclearance Left
3.501 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
43.999 Span Type Main
M Material
3 - Steel Design
02 Length
35 Deck Width
42.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
85.8 HS Inv. Rating Method
1 HS Inv. Method
51.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
19920 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
80 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1406 Max Measured Clearance
1503 Min Measured Clearance
1410 NBI Rating
12743 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
35ft. I-BEAM SPAN, SK 76 LF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5576T0220EX H Index
99.3623 Latitude
35:36:21.84 Longitude
-97:23:22.57 I257A
1 I257B
1 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
I-44 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
02.20S NBI Text
12743 Vault Link
http://plansrv1/bridgemaintvault/b12743 GIS FO/SD
FO H Inv. Method
34.4 Latitude DD
35.60606667 Longitude DD
-97.38960278 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
12371 x
-10841360.9900288 y
4246551.26379011 |
|||||||||||||||||||||||||||||||||||||
| 12557 | 5230 0616 X | 12557 | Noble | S.H. 86 | CREEK | 5230 0616 X | 2-10ft. X 12ft. X 30ft. R.C.BOX SK. 45 DEG. W/ PARAPET RAILS | 1951 | 36.24913889 | -97.28263333 | 29.528 | 32.001 | — | 2 | 45 | 2 | 30 | 1 - Concrete | Culvert (19) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94.4 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12364 BRKEY
12557 NBI No.
12557 On Under
1 Structure No.
5230 0616 X Control No.
030 Lane Ind.
Milepoint
06160 Facility Carried
S.H. 86 Feature Intersected
CREEK Division
04 County
103 Location
6.3 MI N OF PAYNE CO Sufficiency
94.4 Kind Hwy
3 Level Service
1 Route No.
00086 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
30 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1951 ADT Total
1400 ADT Year
2022 Design Load
HS 20 Skew
45 No. Main Spans
2 Road Width
30 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
FG Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
29.528 Deck Width
32.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
57.78 HS Inv. Rating Method
1 HS Inv. Method
35.26 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2240 Future ADT Year
2042 Bypass Detour
6.39 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
12557 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.
0 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft. X 12ft. X 30ft. R.C.BOX SK. 45 DEG. W/ PARAPET RAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5230 0616 X H Index
93.6533 Latitude
36:14:56.9 Longitude
-97:16:57.48 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 86 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
12557 Vault Link
http://plansrv1/bridgemaintvault/b12557 GIS FO/SD
Meets Standards H Inv. Method
19.59 Latitude DD
36.24913889 Longitude DD
-97.28263333 ODOT County Number
52 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
12364 x
-10829453.2053243 y
4334956.87269399 |
|||||||||||||||||||||||||||||||||||||
| 12556 | 0208 0590 X | 12556 | Alfalfa | S.H. 8 | CREEK | 0208 0590 X | 3-10X10X42ft.SKRF RCB | 1951 | 36.548342 | -98.426397 | 37.073 | 36.001 | — | 3 | 30 | 2 | 33.599 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 90.7 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 2200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12363 BRKEY
12556 NBI No.
12556 On Under
1 Structure No.
0208 0590 X Control No.
008 Lane Ind.
Milepoint
05900 Facility Carried
S.H. 8 Feature Intersected
CREEK Division
06 County
003 Location
5.9 MI.N.MAJOR CL Sufficiency
90.7 Kind Hwy
3 Level Service
1 Route No.
00008 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
33.599 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1951 ADT Total
2200 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
33.599 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
AG Appr. Roadway Width
30 Span Type Main
M Material
1 - Concrete Design
19 Length
37.073 Deck Width
36.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
6 Structure Rating
6 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
62.75 HS Inv. Rating Method
1 HS Inv. Method
37.64 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3520 Future ADT Year
2042 Bypass Detour
31.068559 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
nr Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
n Max Measured Clearance
n Min Measured Clearance
n NBI Rating
12556 ODOT County
03 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10X10X42ft.SKRF RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0208 0590 X H Index
93.4924 Latitude
36:32:54.03 Longitude
-98:25:35.03 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 8 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
12556 Vault Link
http://plansrv1/bridgemaintvault/b12556 GIS FO/SD
Meets Standards H Inv. Method
21.26 Latitude DD
36.548342 Longitude DD
-98.426397 ODOT County Number
2 Maint. Dist.
6 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
12363 x
-10956776.3946566 y
4376337.0859981 |
|||||||||||||||||||||||||||||||||||||
| 12555 | 4120 0363 X | 12555 | Lincoln | U.S. 177 | DITCH DRAIN | 4120 0363 X | 2-10ft. X 4ft. X 86ft. RC BOX | 1951 | 35.73403333 | -97.017475 | 86.001 | 41.001 | — | 2 | 45 | 2 | 41.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 95.8 | 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 | 2000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12362 BRKEY
12555 NBI No.
12555 On Under
1 Structure No.
4120 0363 X Control No.
020 Lane Ind.
Milepoint
03630 Facility Carried
U.S. 177 Feature Intersected
DITCH DRAIN Division
03 County
081 Location
3.8 MI N JCT SH 66 Sufficiency
95.8 Kind Hwy
2 Level Service
1 Route No.
00177 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
41.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1951 ADT Total
2000 ADT Year
2022 Design Load
HS 20 Skew
45 No. Main Spans
2 Road Width
41.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
86.001 Deck Width
41.001 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
9 Culv. Rating
7 Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
67.3 HS Inv. Rating Method
1 HS Inv. Method
40.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3200 Future ADT Year
2042 Bypass Detour
27.961703 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
12555 ODOT County
41 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft. X 4ft. X 86ft. RC BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4120 0363 X H Index
98.6569 Latitude
35:44:02.52 Longitude
-97:01:02.91 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 177 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
12555 Vault Link
http://plansrv1/bridgemaintvault/b12555 GIS FO/SD
Meets Standards H Inv. Method
25 Latitude DD
35.73403333 Longitude DD
-97.017475 ODOT County Number
41 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
12362 x
-10799935.9150491 y
4264086.21209424 |
|||||||||||||||||||||||||||||||||||||
| 12554 | 0208 0341 X | 12554 | Alfalfa | S.H. 8 | CREEK | 0208 0341 X | 3-10X7X87ft. RCB WITH 4' CURTAIN WALLS | 1951 | 36.512475 | -98.42639722 | 32.152 | 87 | — | 3 | 0 | 2 | 86 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 90.1 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12361 BRKEY
12554 NBI No.
12554 On Under
1 Structure No.
0208 0341 X Control No.
008 Lane Ind.
Milepoint
03410 Facility Carried
S.H. 8 Feature Intersected
CREEK Division
06 County
003 Location
3.5 MI.N.MAJOR CL Sufficiency
90.1 Kind Hwy
3 Level Service
1 Route No.
00008 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
86 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1951 ADT Total
1500 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
86 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
32.152 Deck Width
87 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
8 Structure Rating
6 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
38.8 HS Inv. Rating Method
1 HS Inv. Method
28 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2400 Future ADT Year
2042 Bypass Detour
31.068559 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
Y Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
12554 ODOT County
02 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10X7X87ft. RCB WITH 4' CURTAIN WALLS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0208 0341 X H Index
90.3947 Latitude
36:30:44.91 Longitude
-98:25:35.03 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 8 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
12554 Vault Link
http://plansrv1/bridgemaintvault/b12554 GIS FO/SD
Meets Standards H Inv. Method
15.5 Latitude DD
36.512475 Longitude DD
-98.42639722 ODOT County Number
2 Maint. Dist.
6 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
12361 x
-10956776.4191469 y
4371368.20945714 |
|||||||||||||||||||||||||||||||||||||
| 12553 | 0718 0239 X | 12553 | Bryan | S.H. 199 | KANSAS CREEK | 0718 0239 X | (3) 10ft. X 12ft. X 123ft. RCB | 1951 | 34.100225 | -96.53198889 | 32.001 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 92.7 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 670 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12360 BRKEY
12553 NBI No.
12553 On Under
1 Structure No.
0718 0239 X Control No.
018 Lane Ind.
Milepoint
02390 Facility Carried
S.H. 199 Feature Intersected
KANSAS CREEK Division
02 County
013 Location
2.39 E MARSHALL C/L Sufficiency
92.7 Kind Hwy
3 Level Service
1 Route No.
00199 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
26.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1951 ADT Total
670 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
20 Appr. Roadway Width
26.001 Span Type Main
M Material
1 - Concrete Design
19 Length
32.001 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
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
47.63 HS Inv. Rating Method
1 HS Inv. Method
28.57 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1072 Future ADT Year
2042 Bypass Detour
34.175415 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
12553 ODOT County
07 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(3) 10ft. X 12ft. X 123ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0718 0239 X H Index
99.733 Latitude
34:06:00.81 Longitude
-96:31:55.16 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 199 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
072 NBI Text
12553 Vault Link
http://plansrv1/bridgemaintvault/b12553 GIS FO/SD
Meets Standards H Inv. Method
23.3 Latitude DD
34.100225 Longitude DD
-96.53198889 ODOT County Number
7 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
12360 x
-10745891.8484967 y
4042267.74737393 |
|||||||||||||||||||||||||||||||||||||
| 12552 | 0428 0203 X | 12552 | Beaver | S.H. 23 | CREEK | 0428 0203 X | 3-10ft.X 5ft.X 32.5ft. R.C.BOX WITH HANDRAILS | 1951 | 36.52512778 | -100.52255556 | 32.152 | 32.001 | — | 3 | 0 | 2 | 30.8 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 81.8 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 890 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12359 BRKEY
12552 NBI No.
12552 On Under
1 Structure No.
0428 0203 X Control No.
028 Lane Ind.
Milepoint
02030 Facility Carried
S.H. 23 Feature Intersected
CREEK Division
06 County
007 Location
1.9 MI.N.TEXAS ST.LN Sufficiency
81.8 Kind Hwy
3 Level Service
1 Route No.
00023 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
30.8 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1951 ADT Total
890 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
30.8 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
27.999 Span Type Main
M Material
1 - Concrete Design
19 Length
32.152 Deck Width
32.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
6 Structure Rating
6 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
43.26 HS Inv. Rating Method
1 HS Inv. Method
25.95 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1424 Future ADT Year
2042 Bypass Detour
49.088324 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
12552 ODOT County
04 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X 5ft.X 32.5ft. R.C.BOX WITH HANDRAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0428 0203 X H Index
88.6786 Latitude
36:31:30.46 Longitude
-100:31:21.2 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 23 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
12552 Vault Link
http://plansrv1/bridgemaintvault/b12552 GIS FO/SD
Meets Standards H Inv. Method
14.42 Latitude DD
36.52512778 Longitude DD
-100.52255556 ODOT County Number
4 Maint. Dist.
6 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
12359 x
-11190119.6981777 y
4373120.81401448 |
|||||||||||||||||||||||||||||||||||||
| 12461 | 7526R0522 X | 12461 | Washita | S.H. 55 | ELK CREEK O'FLOW | 7526 0522 X | 7-25ft. REINF. CONC. SLAB SPANS | 1950 | 35.16036944 | -99.26767778 | 174.869 | 28.002 | — | 7 | 0 | 2 | 26.001 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 66.7 | Fair (5) | Good (7) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 610 | 2014 | 5 | Unmatched |
|
Raw data
OBJECTID
12358 BRKEY
12461 NBI No.
12461 On Under
1 Structure No.
7526R0522 X Control No.
026 Lane Ind.
Milepoint
05220 Facility Carried
S.H. 55 Feature Intersected
ELK CREEK O'FLOW Division
05 County
149 Location
5.2 MI E BECKHAM CO Sufficiency
66.7 Kind Hwy
3 Level Service
1 Route No.
00055 Service Type On
1 Service Type Off
9 Vertical Clearance
_ Horizontal Clearance
26.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1950 ADT Total
610 ADT Year
2014 Design Load
H 15 Skew
0 No. Main Spans
7 Road Width
26.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
24.003 Span Type Main
M Material
1 - Concrete Design
01 Length
174.869 Deck Width
28.002 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
7 Deck Rating
7 Super Rating
6 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
2 HS Operating Rating
41.998 HS Inv. Rating Method
2 HS Inv. Method
21.936 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
976 Future ADT Year
2034 Bypass Detour
32.932673 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
12461 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
7-25ft. REINF. CONC. SLAB SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
7526 0522 X H Index
96.865 Latitude
35:09:37.33 Longitude
-99:16:03.64 I257A
1 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 55 Scour
8 Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
12461 Vault Link
http://plansrv1/bridgemaintvault/b12461 GIS FO/SD
Meets Standards H Inv. Method
12.236 Latitude DD
35.16036944 Longitude DD
-99.26767778 ODOT County Number
75 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
12358 x
-11050427.3427004 y
4185696.12305476 |
|||||||||||||||||||||||||||||||||||||
| 12742 | 5576T0220WX | 12742 | Oklahoma | TURNER TP (I-44) | CO. RD. N3150 UNDER | 5576T0220WX | 35ft. I-BEAM SPAN, SK 76 LF | 1952 | 35.60628889 | -97.38961944 | 35 | 42.999 | — | 1 | 14 | 2 | 38 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 90.9 | Good (7) | Satisfactory (6) | Good (7) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | T | 12450 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12352 BRKEY
12742 NBI No.
12742 On Under
1 Structure No.
5576T0220WX Control No.
076 Lane Ind.
W Milepoint
02200 Facility Carried
TURNER TP (I-44) Feature Intersected
CO. RD. N3150 UNDER Division
04 County
109 Location
2.2 MI N E JCT I-35 Sufficiency
90.9 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
1 Vertical Clearance
N Horizontal Clearance
82 Bridge System
T Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1952 ADT Total
12450 ADT Year
2022 Design Load
HS 20 Skew
14 No. Main Spans
1 Road Width
38 Ref. Underclearance Rt.
H Underclearance Right
3.501 Underclearance Left
3.501 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
41 Span Type Main
M Material
3 - Steel Design
02 Length
35 Deck Width
42.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
6 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
85.8 HS Inv. Rating Method
1 HS Inv. Method
51.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
19920 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
80 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1406 Max Measured Clearance
1502 Min Measured Clearance
1407 NBI Rating
12742 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
35ft. I-BEAM SPAN, SK 76 LF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5576T0220WX H Index
86.5326 Latitude
35:36:22.64 Longitude
-97:23:22.63 I257A
1 I257B
1 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
I-44 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
02.20N NBI Text
12742 Vault Link
http://plansrv1/bridgemaintvault/b12742 GIS FO/SD
FO H Inv. Method
34.4 Latitude DD
35.60628889 Longitude DD
-97.38961944 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
12352 x
-10841362.8446115 y
4246581.68969583 |
|||||||||||||||||||||||||||||||||||||
| 12741 | 6616R0209 X | 12741 | Rogers | S.H. 28 | CREEK | 6616R0209 X | 2-15ft. TIMBER SPANS | 1952 | 36.49666667 | -95.435 | 32.152 | 22.001 | — | 2 | 0 | 2 | 21.299 | 7 - Wood or Timber | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 13.1 | Failed (0) | Good (7) | Good (7) | Imminent failure (1) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 570 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
12351 BRKEY
12741 NBI No.
12741 On Under
1 Structure No.
6616R0209 X Control No.
016 Lane Ind.
Milepoint
02090 Facility Carried
S.H. 28 Feature Intersected
CREEK Division
08 County
131 Location
2.1 MI S JCT SH 66 Sufficiency
13.1 Kind Hwy
3 Level Service
1 Route No.
00028 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
21.299 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1952 ADT Total
570 ADT Year
1999 Design Load
Other or Unknown Skew
0 No. Main Spans
2 Road Width
21.299 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
27.999 Span Type Main
M Material
7 - Wood or Timber Design
02 Length
32.152 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.
9 Deck Rating
7 Super Rating
7 Sub Rating
1 Chan. Rating
6 Culv. Rating
N Structure Rating
0 Deck Geometry
3 Underclearance
N Bridge Posting
0 Waterway Adequacy
5 Approach Alignment
9 HS Operating Rating Method
2 HS Operating Rating
9.921 HS Inv. Rating Method
2 HS Inv. Method
9.921 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
700 Future ADT Year
2017 Bypass Detour
13.048795 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
12741 ODOT County
66 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-15ft. TIMBER SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6616R0209 X H Index
100 Latitude
36:29:48 Longitude
-95:26:06 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 28 Scour
6 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
12741 Vault Link
http://plansrv1/bridgemaintvault/b12741 GIS FO/SD
SD H Inv. Method
6.945 Latitude DD
36.49666667 Longitude DD
-95.435 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
12351 x
-10623775.6038561 y
4369178.91527153 |
|||||||||||||||||||||||||||||||||||||
| 12740 | 6734 0151 X | 12740 | Seminole | S.H. 99A | SALT CREEK | 6734 0151 X | 3-10ft.X 9ft.X 32ft. RDY R.C.BOX WITH HANDRAILS & DOWNSTREAM APRON | 1952 | 35.34809167 | -96.64473056 | 34.121 | 33.999 | — | 3 | 0 | 2 | 32.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 87.8 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Fair (5) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 960 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12350 BRKEY
12740 NBI No.
12740 On Under
1 Structure No.
6734 0151 X Control No.
034 Lane Ind.
Milepoint
01510 Facility Carried
S.H. 99A Feature Intersected
SALT CREEK Division
03 County
133 Location
1.5 MI E JCT SH 99 Sufficiency
87.8 Kind Hwy
3 Level Service
1 Route No.
0099A Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
30 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1952 ADT Total
960 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
32.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
34.121 Deck Width
33.999 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
4 Culv. Rating
5 Structure Rating
5 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
64.3 HS Inv. Rating Method
1 HS Inv. Method
38.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1536 Future ADT Year
2042 Bypass Detour
14.912909 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
12740 ODOT County
67 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X 9ft.X 32ft. RDY R.C.BOX WITH HANDRAILS & DOWNSTREAM APRON Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6734 0151 X H Index
96.1248 Latitude
35:20:53.13 Longitude
-96:38:41.03 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 99A Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
12740 Vault Link
http://plansrv1/bridgemaintvault/b12740 GIS FO/SD
Meets Standards H Inv. Method
21.8 Latitude DD
35.34809167 Longitude DD
-96.64473056 ODOT County Number
67 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
12350 x
-10758442.1937923 y
4211286.60666081 |
|||||||||||||||||||||||||||||||||||||
| 12739 | 6616R0143 X | 12739 | Rogers | S.H. 28 | CREEK | 6616R0143 X | 2-15ft. TIMBER SPANS | 1952 | 36.50666667 | -95.435 | 32.152 | 22.001 | — | 2 | 0 | 2 | 21.299 | 7 - Wood or Timber | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 15.2 | Critical (2) | Good (7) | Good (7) | Serious (3) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 570 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
12349 BRKEY
12739 NBI No.
12739 On Under
1 Structure No.
6616R0143 X Control No.
016 Lane Ind.
Milepoint
01430 Facility Carried
S.H. 28 Feature Intersected
CREEK Division
08 County
131 Location
1.5 MI S JCT SH 66 Sufficiency
15.2 Kind Hwy
3 Level Service
1 Route No.
00028 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
21.299 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1952 ADT Total
570 ADT Year
1999 Design Load
Other or Unknown Skew
0 No. Main Spans
2 Road Width
21.299 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
27.999 Span Type Main
M Material
7 - Wood or Timber Design
02 Length
32.152 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.
9 Deck Rating
7 Super Rating
7 Sub Rating
3 Chan. Rating
6 Culv. Rating
N Structure Rating
2 Deck Geometry
3 Underclearance
N Bridge Posting
0 Waterway Adequacy
6 Approach Alignment
9 HS Operating Rating Method
2 HS Operating Rating
9.921 HS Inv. Rating Method
2 HS Inv. Method
9.921 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
700 Future ADT Year
2017 Bypass Detour
13.048795 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
12739 ODOT County
66 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-15ft. TIMBER SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
6616R0143 X H Index
100 Latitude
36:30:24 Longitude
-95:26:06 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 28 Scour
6 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
12739 Vault Link
http://plansrv1/bridgemaintvault/b12739 GIS FO/SD
SD H Inv. Method
6.945 Latitude DD
36.50666667 Longitude DD
-95.435 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
12349 x
-10623775.6038561 y
4370563.7624098 |
|||||||||||||||||||||||||||||||||||||
| 12646 | 4210 0000 X | 12646 | Logan | S.H. 51 | CREEK | 4210 0000 X | 2-10ft. X 3ft. X 38ft. R.C.BOX WITH BC HANDRAILS | 1952 | 36.11616111 | -97.67543889 | 20.801 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 90 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12346 BRKEY
12646 NBI No.
12646 On Under
1 Structure No.
4210 0000 X Control No.
010 Lane Ind.
Milepoint
00000 Facility Carried
S.H. 51 Feature Intersected
CREEK Division
04 County
083 Location
LOGAN KINGFISHER C/L Sufficiency
90 Kind Hwy
3 Level Service
1 Route No.
00051 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
37.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1952 ADT Total
1500 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
3 Appr. Roadway Width
23.999 Span Type Main
M Material
1 - Concrete Design
19 Length
20.801 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
64.84 HS Inv. Rating Method
1 HS Inv. Method
38.83 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2400 Future ADT Year
2042 Bypass Detour
57.166149 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
12646 ODOT County
42 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft. X 3ft. X 38ft. R.C.BOX WITH BC HANDRAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4210 0000 X H Index
98.1647 Latitude
36:06:58.18 Longitude
-97:40:31.58 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 51 Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
12646 Vault Link
http://plansrv1/bridgemaintvault/b12646 GIS FO/SD
Meets Standards H Inv. Method
21.57 Latitude DD
36.11616111 Longitude DD
-97.67543889 ODOT County Number
42 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
12346 x
-10873180.1202443 y
4316616.7560004 |
|||||||||||||||||||||||||||||||||||||
| 12645 | 1012R0331 X | 12645 | Carter | U.S. 177 | WASHITA RIVER | 1012 0331 X | 210ft. HI. TRUSS,3-100 | 1951 | 34.23355833 | -96.97631944 | 641.076 | 30 | — | 4 | 0 | 2 | 27.001 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 54.2 | Fair (5) | Fair (5) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 1900 | 2014 | 5 | Unmatched |
|
Raw data
OBJECTID
12345 BRKEY
12645 NBI No.
12645 On Under
1 Structure No.
1012R0331 X Control No.
012 Lane Ind.
Milepoint
03310 Facility Carried
U.S. 177 Feature Intersected
WASHITA RIVER Division
07 County
019 Location
3.3 MI N JCT SH 199 Sufficiency
54.2 Kind Hwy
2 Level Service
1 Route No.
00177 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
27.001 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
1951 ADT Total
1900 ADT Year
2014 Design Load
H 20 Skew
0 No. Main Spans
4 Road Width
27.001 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
26.001 Span Type Main
M Material
3 - Steel Design
10 Length
641.076 Deck Width
30 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
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
48.3 HS Inv. Rating Method
1 HS Inv. Method
29 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
3040 Future ADT Year
2034 Bypass Detour
44.738726 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1606 Max Measured Clearance
169 Min Measured Clearance
167 NBI Rating
12645 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.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
210ft. HI. TRUSS,3-100 Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
1012 0331 X H Index
68.4265 Latitude
34:14:00.81 Longitude
-96:58:34.75 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
U.S. 177 Scour
5 Design Structure
10 - Truss - Thru FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
31 NBI Text
12645 Vault Link
http://plansrv1/bridgemaintvault/b12645 GIS FO/SD
Meets Standards H Inv. Method
14.9 Latitude DD
34.23355833 Longitude DD
-96.97631944 ODOT County Number
10 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
12345 x
-10795354.4990666 y
4060206.48427722 |
|||||||||||||||||||||||||||||||||||||
| 12644 | 7032R0706 X | 12644 | Texas | S.H. 95 | GOFF CREEK | 7032 0706 X | 6-50ft. I-BM.SP 60LF | 1951 | 36.86346944 | -101.90193889 | 301.837 | 31.201 | — | 6 | 30 | 2 | 29.701 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 57.3 | 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 | 600 | 2014 | 5 | Unmatched |
|
Raw data
OBJECTID
12344 BRKEY
12644 NBI No.
12644 On Under
1 Structure No.
7032R0706 X Control No.
032 Lane Ind.
Milepoint
07060 Facility Carried
S.H. 95 Feature Intersected
GOFF CREEK Division
06 County
139 Location
7.1 MI N JCT US 64 Sufficiency
57.3 Kind Hwy
3 Level Service
1 Route No.
00095 Service Type On
1 Service Type Off
5 Vertical Clearance
n Horizontal Clearance
29.701 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1951 ADT Total
600 ADT Year
2014 Design Load
H 20 Skew
30 No. Main Spans
6 Road Width
29.701 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
30 Span Type Main
M Material
3 - Steel Design
02 Length
301.837 Deck Width
31.201 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
5 Super Rating
4 Sub Rating
5 Chan. Rating
7 Culv. Rating
N Structure Rating
4 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
44.7 HS Inv. Rating Method
1 HS Inv. Method
26.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
960 Future ADT Year
2034 Bypass Detour
59.030263 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
12644 ODOT County
70 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
6-50ft. I-BM.SP 60LF Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
7032 0706 X H Index
58.2634 Latitude
36:51:48.49 Longitude
-101:54:06.98 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 95 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
12644 Vault Link
http://plansrv1/bridgemaintvault/b12644 GIS FO/SD
SD H Inv. Method
20.7 Latitude DD
36.86346944 Longitude DD
-101.90193889 ODOT County Number
70 Maint. Dist.
6 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
12344 x
-11343671.9480821 y
4420093.23565255 |
|||||||||||||||||||||||||||||||||||||
| 12643 | 2536 0100 X | 12643 | Garvin | S.H. 76 | RUSH CREEK | 2536 0100 X | 92ft.-115ft.-92ft. CONT. I-BM SPANS WITH 2-18ft. SAFETY CURBS | 1951 | 34.69551944 | -97.59926111 | 300 | 30 | — | 3 | 0 | 2 | 28 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 68.8 | Fair (5) | Fair (5) | Satisfactory (6) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12343 BRKEY
12643 NBI No.
12643 On Under
1 Structure No.
2536 0100 X Control No.
036 Lane Ind.
Milepoint
01000 Facility Carried
S.H. 76 Feature Intersected
RUSH CREEK Division
03 County
049 Location
1.3 MI N STEPHENS CO Sufficiency
68.8 Kind Hwy
3 Level Service
1 Route No.
00076 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
28 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1951 ADT Total
1500 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
28 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
35 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
300 Deck Width
30 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
6 Sub Rating
5 Chan. Rating
5 Culv. Rating
N Structure Rating
5 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
73 HS Inv. Rating Method
1 HS Inv. Method
44 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2400 Future ADT Year
2042 Bypass Detour
34.796787 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
12643 ODOT County
25 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
92ft.-115ft.-92ft. CONT. I-BM SPANS WITH 2-18ft. SAFETY CURBS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2536 0100 X H Index
88.6665 Latitude
34:41:43.87 Longitude
-97:35:57.34 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 76 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
12643 Vault Link
http://plansrv1/bridgemaintvault/b12643 GIS FO/SD
Meets Standards H Inv. Method
24 Latitude DD
34.69551944 Longitude DD
-97.59926111 ODOT County Number
25 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
12343 x
-10864700.0485649 y
4122580.05179649 |
|||||||||||||||||||||||||||||||||||||
| 12642 | 2624R0161 X | 12642 | Grady | S.H. 37 | BUGGY CREEK | 2624 0161 X | 5-35ft.,50ft.,2-35ft. CONC. GIRDER SPANS | 1951 | 35.33445556 | -98.06600556 | 296.916 | 32.999 | — | 8 | 45 | 2 | 27.999 | 1 - Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 39.5 | Poor (4) | Serious (3) | Poor (4) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1800 | 2009 | 5 | Unmatched |
|
Raw data
OBJECTID
12342 BRKEY
12642 NBI No.
12642 On Under
1 Structure No.
2624R0161 X Control No.
024 Lane Ind.
Milepoint
01610 Facility Carried
S.H. 37 Feature Intersected
BUGGY CREEK Division
07 County
051 Location
1.7 MI E CADDO CO Sufficiency
39.5 Kind Hwy
3 Level Service
1 Route No.
00037 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
27.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1951 ADT Total
1800 ADT Year
2009 Design Load
H 20 Skew
45 No. Main Spans
8 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
33.999 Span Type Main
M Material
1 - Concrete Design
02 Length
296.916 Deck Width
32.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
3 Super Rating
4 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
4 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
66.69 HS Inv. Rating Method
1 HS Inv. Method
37.148 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2880 Future ADT Year
2029 Bypass Detour
52.816551 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
12642 ODOT County
26 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
5-35ft.,50ft.,2-35ft. CONC. GIRDER SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
2624 0161 X H Index
83.5436 Latitude
35:20:04.04 Longitude
-98:03:57.62 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
S.H. 37 Scour
5 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
68-26 NBI Text
12642 Vault Link
http://plansrv1/bridgemaintvault/b12642 GIS FO/SD
SD H Inv. Method
26.676 Latitude DD
35.33445556 Longitude DD
-98.06600556 ODOT County Number
26 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
12342 x
-10916657.8030695 y
4209425.71964268 |
|||||||||||||||||||||||||||||||||||||
| 12641 | 4011R0084 X | 12641 | Le Flore | U.S. 270 | CASTON CREEK | 4011 0084 X | 120 HI TRS&2-80P-TRS | 1951 | 34.961075 | -94.723825 | 286.089 | 29 | — | 3 | 0 | 2 | 24 | 3 - Steel | Truss — Thru (10) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 45.1 | Fair (5) | Fair (5) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 1800 | 2020 | 5 | Unmatched |
|
Raw data
OBJECTID
12341 BRKEY
12641 NBI No.
12641 On Under
1 Structure No.
4011R0084 X Control No.
011 Lane Ind.
Milepoint
00840 Facility Carried
U.S. 270 Feature Intersected
CASTON CREEK Division
02 County
079 Location
.9 MI S JCT US271 Sufficiency
45.1 Kind Hwy
2 Level Service
1 Route No.
00270 Service Type On
1 Service Type Off
5 Vertical Clearance
Y Horizontal Clearance
24 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1951 ADT Total
1800 ADT Year
2020 Design Load
H 15 Skew
0 No. Main Spans
3 Road Width
24 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
25 Span Type Main
M Material
3 - Steel Design
10 Length
286.089 Deck Width
29 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
5 Super Rating
5 Sub Rating
5 Chan. Rating
5 Culv. Rating
N Structure Rating
5 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
6 HS Operating Rating Method
2 HS Operating Rating
36.4 HS Inv. Rating Method
2 HS Inv. Method
22.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2880 Future ADT Year
2040 Bypass Detour
16.155651 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
40 Narrow or 1 Lane
_ Advanced Warning Sign
Y Existing Posting
15 Max Measured Clearance
1504 Min Measured Clearance
1504 NBI Rating
12641 ODOT County
40 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
1.5 Rt. Curb SW
1.5 Description
120 HI TRS&2-80P-TRS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4011 0084 X H Index
68.833 Latitude
34:57:39.87 Longitude
-94:43:25.77 I257A
1 I257B
0 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
U.S. 270 Scour
8 Design Structure
10 - Truss - Thru FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
064 NBI Text
12641 Vault Link
http://plansrv1/bridgemaintvault/b12641 GIS FO/SD
Meets Standards H Inv. Method
15 Latitude DD
34.961075 Longitude DD
-94.723825 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
12341 x
-10544607.9649912 y
4158592.64940743 |
|||||||||||||||||||||||||||||||||||||
| 12551 | 5126 0186 X | 12551 | Muskogee | S.H. 2 | CAMEL CREEK | 5126 0186 X | 2-10ft.X 9ft.X 58ft. LG. R.C.B SKEW 60 | 1951 | 35.28885833 | -95.23851111 | 32.152 | 39 | — | 2 | 45 | 2 | 32 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 92 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 2400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12340 BRKEY
12551 NBI No.
12551 On Under
1 Structure No.
5126 0186 X Control No.
026 Lane Ind.
Milepoint
01860 Facility Carried
S.H. 2 Feature Intersected
CAMEL CREEK Division
01 County
101 Location
1.9 MI N C/L Sufficiency
92 Kind Hwy
3 Level Service
1 Route No.
00002 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
32.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1951 ADT Total
2400 ADT Year
2022 Design Load
HS 20 Skew
45 No. Main Spans
2 Road Width
32 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
32.001 Span Type Main
M Material
1 - Concrete Design
19 Length
32.152 Deck Width
39 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
6 Structure Rating
6 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
61.7 HS Inv. Rating Method
1 HS Inv. Method
37.01 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3840 Future ADT Year
2042 Bypass Detour
27.000001 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
12551 ODOT County
51 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 9ft.X 58ft. LG. R.C.B SKEW 60 Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5126 0186 X H Index
66.4301 Latitude
35:17:19.89 Longitude
-95:14:18.64 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 2 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
12551 Vault Link
http://plansrv1/bridgemaintvault/b12551 GIS FO/SD
Meets Standards H Inv. Method
20.57 Latitude DD
35.28885833 Longitude DD
-95.23851111 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
12340 x
-10601902.5606747 y
4203205.45463585 |
|||||||||||||||||||||||||||||||||||||
| 12550 | 1012 0181 X | 12550 | Carter | U.S. 177 | CREEK | 1012 0181 X | (3) 10ft. X 10ft. X 38ft. RCB | 1951 | 34.21174167 | -96.97705556 | 34.121 | 40 | — | 3 | 0 | 2 | 37.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 93.4 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 1900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12339 BRKEY
12550 NBI No.
12550 On Under
1 Structure No.
1012 0181 X Control No.
012 Lane Ind.
Milepoint
01810 Facility Carried
U.S. 177 Feature Intersected
CREEK Division
07 County
019 Location
1.8 MI N JCT SH199 Sufficiency
93.4 Kind Hwy
2 Level Service
1 Route No.
00177 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1951 ADT Total
1900 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
33.999 Span Type Main
M Material
1 - Concrete Design
19 Length
34.121 Deck Width
40 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
8 Structure Rating
8 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
65.41 HS Inv. Rating Method
1 HS Inv. Method
39.24 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3040 Future ADT Year
2042 Bypass Detour
44.738726 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
12550 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
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(3) 10ft. X 10ft. X 38ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1012 0181 X H Index
99.67 Latitude
34:12:42.27 Longitude
-96:58:37.4 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 177 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
029 NBI Text
12550 Vault Link
http://plansrv1/bridgemaintvault/b12550 GIS FO/SD
Meets Standards H Inv. Method
22.16 Latitude DD
34.21174167 Longitude DD
-96.97705556 ODOT County Number
10 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
12339 x
-10795436.4435702 y
4057269.31900319 |
|||||||||||||||||||||||||||||||||||||
| 12548 | 1110 0088 X | 12548 | Cherokee | S.H. 10 | HANGING ROCK CREEK | 1110 0088 X | 3-8ft.X 6ft.X 30ft. R.C.BO | 1951 | 35.938964 | -94.924172 | 30.84 | 32.001 | — | 3 | 30 | 2 | 27.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 75.9 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12337 BRKEY
12548 NBI No.
12548 On Under
1 Structure No.
1110 0088 X Control No.
010 Lane Ind.
Milepoint
00880 Facility Carried
S.H. 10 Feature Intersected
HANGING ROCK CREEK Division
01 County
021 Location
0.9 MI N US62 Sufficiency
75.9 Kind Hwy
3 Level Service
1 Route No.
00010 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
27.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1951 ADT Total
2200 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
27.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
26.001 Span Type Main
M Material
1 - Concrete Design
19 Length
30.84 Deck Width
32.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
48.4 HS Inv. Rating Method
1 HS Inv. Method
29 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3520 Future ADT Year
2042 Bypass Detour
47.22421 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
12548 ODOT County
11 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-8ft.X 6ft.X 30ft. R.C.BO Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1110 0088 X H Index
93.6325 Latitude
35:56:20.27 Longitude
-94:55:27.02 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 10 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
0 NBI Text
12548 Vault Link
http://plansrv1/bridgemaintvault/b12548 GIS FO/SD
Meets Standards H Inv. Method
16.2 Latitude DD
35.938964 Longitude DD
-94.924172 ODOT County Number
11 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
12337 x
-10566910.4910131 y
4292226.15938898 |
|||||||||||||||||||||||||||||||||||||
| 12547 | 5144R0065 X | 12547 | Muskogee | U.S. 64 | CREEK | 5144R0065 X | 3-10ft.X 6ft.X 40ft. R.C.BOX WI TH HANDRAILS | 1951 | 35.71166667 | -95.37333333 | 33.136 | 42.001 | — | 3 | 0 | 2 | 40 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 88.6 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 10300 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
12336 BRKEY
12547 NBI No.
12547 On Under
1 Structure No.
5144R0065 X Control No.
044 Lane Ind.
Milepoint
00650 Facility Carried
U.S. 64 Feature Intersected
CREEK Division
01 County
101 Location
0.6 MI JCT US 69 Sufficiency
88.6 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1951 ADT Total
10300 ADT Year
1999 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
2 Fill RCB
02 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
33.136 Deck Width
42.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
9 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
6 Structure Rating
6 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
5 Approach Alignment
8 HS Operating Rating Method
2 HS Operating Rating
48.612 HS Inv. Rating Method
2 HS Inv. Method
48.612 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
11600 Future ADT Year
2017 Bypass Detour
8.077825 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
12547 ODOT County
51 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X 6ft.X 40ft. R.C.BOX WI TH HANDRAILS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5144R0065 X H Index
100 Latitude
35:42:42 Longitude
-95:22:24 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
U.S. 64 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
12547 Vault Link
http://plansrv1/bridgemaintvault/b12547 GIS FO/SD
Meets Standards H Inv. Method
35.715 Latitude DD
35.71166667 Longitude DD
-95.37333333 ODOT County Number
51 Maint. Dist.
1 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
12336 x
-10616910.9015527 y
4261019.33648938 |
|||||||||||||||||||||||||||||||||||||
| 12546 | 0208 0057 X | 12546 | Alfalfa | S.H. 8 | CREEK | 0208 0057 X | 3-10ft. x 5ft. x 89ft. RCB | 1951 | 36.47131667 | -98.42635556 | 32.152 | 89 | — | 3 | 0 | 2 | 87 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 93 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
12335 BRKEY
12546 NBI No.
12546 On Under
1 Structure No.
0208 0057 X Control No.
008 Lane Ind.
Milepoint
00570 Facility Carried
S.H. 8 Feature Intersected
CREEK Division
06 County
003 Location
0.6 MI.N.MAJOR CL Sufficiency
93 Kind Hwy
3 Level Service
1 Route No.
00008 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
87 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1951 ADT Total
1800 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
87 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
32.152 Deck Width
89 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
6 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
82.4 HS Inv. Rating Method
1 HS Inv. Method
29.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
2880 Future ADT Year
2042 Bypass Detour
16.777022 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
Y Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
12546 ODOT County
02 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft. x 5ft. x 89ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0208 0057 X H Index
93.4374 Latitude
36:28:16.74 Longitude
-98:25:34.88 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 8 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
12546 Vault Link
http://plansrv1/bridgemaintvault/b12546 GIS FO/SD
Meets Standards H Inv. Method
16.3 Latitude DD
36.47131667 Longitude DD
-98.42635556 ODOT County Number
2 Maint. Dist.
6 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
12335 x
-10956771.7815769 y
4365669.12878026 |
|||||||||||||||||||||||||||||||||||||
| 12455 | 7526R0746 X | 12455 | Washita | S.H. 55 | SPRING CREEK | 7526 0746 X | 3-50ft. I-BEAM SPANS, BRIDGE CLOSED | 1950 | 35.16028611 | -99.22808889 | 150.919 | 26.001 | — | 3 | 0 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Closed (K) | 53.9 | Poor (4) | Good (7) | Fair (5) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 720 | 2008 | 5 | Unmatched |
|
Raw data
OBJECTID
12334 BRKEY
12455 NBI No.
12455 On Under
1 Structure No.
7526R0746 X Control No.
026 Lane Ind.
Milepoint
07460 Facility Carried
S.H. 55 Feature Intersected
SPRING CREEK Division
05 County
149 Location
7.4 MI E BECKHAM C/L Sufficiency
53.9 Kind Hwy
3 Level Service
1 Route No.
00055 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
1950 ADT Total
720 ADT Year
2008 Design Load
H 15 Skew
0 No. Main Spans
3 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
23.999 Span Type Main
M Material
3 - Steel Design
02 Length
150.919 Deck Width
26.001 Bridge Open Closed
K TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
7 Deck Rating
7 Super Rating
5 Sub Rating
7 Chan. Rating
6 Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
N Bridge Posting
0 Waterway Adequacy
7 Approach Alignment
7 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
1152 Future ADT Year
2028 Bypass Detour
32.932673 School Bus Rte.
3 Posted Weight
CLOSED 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
12455 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
3-50ft. I-BEAM SPANS, BRIDGE CLOSED Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
7526 0746 X H Index
57.3983 Latitude
35:09:37.03 Longitude
-99:13:41.12 I257A
_ I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 55 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
12455 Vault Link
http://plansrv1/bridgemaintvault/b12455 GIS FO/SD
Meets Standards H Inv. Method
0 Latitude DD
35.16028611 Longitude DD
-99.22808889 ODOT County Number
75 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
12334 x
-11046020.3276245 y
4185684.77656444 |
|||||||||||||||||||||||||||||||||||||
| 12454 | 0220R0557 X | 12454 | Alfalfa | S.H. 11 | CREEK | 0220 0557 X | 5-30ft. I BM SP SK60RF | 1950 | 36.80410278 | -98.26088611 | 151.903 | 25.6 | — | 5 | 30 | 2 | 23.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 35.8 | Poor (4) | Poor (4) | Fair (5) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1900 | 2012 | 5 | Unmatched |
|
Raw data
OBJECTID
12333 BRKEY
12454 NBI No.
12454 On Under
1 Structure No.
0220R0557 X Control No.
020 Lane Ind.
Milepoint
05570 Facility Carried
S.H. 11 Feature Intersected
CREEK Division
06 County
003 Location
5.7 MI.E. JCT. US 64 Sufficiency
35.8 Kind Hwy
3 Level Service
1 Route No.
00011 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
1950 ADT Total
1900 ADT Year
2012 Design Load
H 20 Skew
30 No. Main Spans
5 Road Width
23.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
33.999 Span Type Main
M Material
3 - Steel Design
02 Length
151.903 Deck Width
25.6 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
4 Super Rating
5 Sub Rating
4 Chan. Rating
7 Culv. Rating
N Structure Rating
4 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
48.612 HS Inv. Rating Method
1 HS Inv. Method
29.211 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3040 Future ADT Year
2032 Bypass Detour
34.175415 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
12454 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
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
5-30ft. I BM SP SK60RF Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
0220 0557 X H Index
62.0192 Latitude
36:48:14.77 Longitude
-98:15:39.19 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 11 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
12454 Vault Link
http://plansrv1/bridgemaintvault/b12454 GIS FO/SD
SD H Inv. Method
18.409 Latitude DD
36.80410278 Longitude DD
-98.26088611 ODOT County Number
2 Maint. Dist.
6 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
12333 x
-10938351.806661 y
4411836.30331935 |
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| 12453 | 4906R0509 X | 12453 | Mayes | S.H. 20 | CREEK | 4906R0509 X | 6-25ft. CONC. SLAB SPANS | 1950 | 36.305 | -95.545 | 149.934 | 32.999 | — | 6 | 0 | 2 | 27.999 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 50.7 | Fair (5) | Fair (5) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 5270 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
12332 BRKEY
12453 NBI No.
12453 On Under
1 Structure No.
4906R0509 X Control No.
006 Lane Ind.
Milepoint
05090 Facility Carried
S.H. 20 Feature Intersected
CREEK Division
08 County
097 Location
5.1 MI E ROGERS CO Sufficiency
50.7 Kind Hwy
3 Level Service
1 Route No.
00020 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
27.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1950 ADT Total
5270 ADT Year
1999 Design Load
H 20 Skew
0 No. Main Spans
6 Road Width
27.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
32.001 Span Type Main
M Material
1 - Concrete Design
01 Length
149.934 Deck Width
32.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
9 Deck Rating
5 Super Rating
6 Sub Rating
6 Chan. Rating
7 Culv. Rating
N Structure Rating
5 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
9 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
5500 Future ADT Year
2017 Bypass Detour
44.117354 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
12453 ODOT County
49 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
6-25ft. CONC. SLAB SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4906R0509 X H Index
100 Latitude
36:18:18 Longitude
-95:32:42 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 20 Scour
8 Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
12453 Vault Link
http://plansrv1/bridgemaintvault/b12453 GIS FO/SD
Meets Standards H Inv. Method
19.842 Latitude DD
36.305 Longitude DD
-95.545 ODOT County Number
49 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
12332 x
-10636020.7478433 y
4342670.46690734 |
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| 12452 | 4444R0465 X | 12452 | McClain | S.H. 76 | WALNUT CREEK | 4444 0465 X | 3-50ft. I-BM SPANS | 1950 | 35.10800833 | -97.65304444 | 150.919 | 30 | — | 3 | 0 | 2 | 27.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 27.6 | Poor (4) | Poor (4) | Poor (4) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 5500 | 2014 | 5 | Unmatched |
|
Raw data
OBJECTID
12331 BRKEY
12452 NBI No.
12452 On Under
1 Structure No.
4444R0465 X Control No.
044 Lane Ind.
Milepoint
04650 Facility Carried
S.H. 76 Feature Intersected
WALNUT CREEK Division
03 County
087 Location
4.7 MI.N. JCT. SH39 Sufficiency
27.6 Kind Hwy
3 Level Service
1 Route No.
00076 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
1950 ADT Total
5500 ADT Year
2014 Design Load
H 20 Skew
0 No. Main Spans
3 Road Width
27.001 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
150.919 Deck Width
30 Bridge Open Closed
A TSF Rail
0 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
4 Super Rating
4 Sub Rating
5 Chan. Rating
5 Culv. Rating
N Structure Rating
4 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
43.541 HS Inv. Rating Method
1 HS Inv. Method
26.125 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8800 Future ADT Year
2034 Bypass Detour
21.747992 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
12452 ODOT County
44 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
3-50ft. I-BM SPANS Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
4444 0465 X H Index
62.1846 Latitude
35:06:28.83 Longitude
-97:39:10.96 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 76 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
12452 Vault Link
http://plansrv1/bridgemaintvault/b12452 GIS FO/SD
SD H Inv. Method
20.172 Latitude DD
35.10800833 Longitude DD
-97.65304444 ODOT County Number
44 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
12331 x
-10870687.1814737 y
4178568.74905762 |