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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| 29902 | 2527 0024 X | 29902 | — | S.H. 74 | CREEK | -1 | 20ft. X 8ft. X 16.92ft. UPSTREAM & 20ft. X 15 X 103.8ft. DOWNSTREAM R.C. BOX SK. 45 DEG. L.F. | 2013 | 34.51 | -97.40472222 | 22.001 | 0 | — | 1 | 45 | 2 | 0 | 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 | 900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29251 BRKEY
29902 NBI No.
29902 On Under
1 Structure No.
2527 0024 X Control No.
027 Lane Ind.
Milepoint
00240 Facility Carried
S.H. 74 Feature Intersected
CREEK Division
03 County
049 Location
0.24 MI. N. CARTER C/L Sufficiency
87.8 Kind Hwy
3 Level Service
1 Route No.
00074 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
32.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2013 ADT Total
900 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
45 No. Main Spans
1 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
32.001 Span Type Main
M Material
1 - Concrete Design
19 Length
22.001 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
5 Structure Rating
5 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
43.1 HS Inv. Rating Method
3 HS Inv. Method
36.046 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1440 Future ADT Year
2042 Bypass Detour
15 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
29902 ODOT County
25 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
20ft. X 8ft. X 16.92ft. UPSTREAM & 20ft. X 15 X 103.8ft. DOWNSTREAM R.C. BOX SK. 45 DEG. L.F. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
88.8918 Latitude
34:30:36 Longitude
-97:24:17 I257A
C I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 74 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
29902 Vault Link
http://plansrv1/bridgemaintvault/b29902 GIS FO/SD
Meets Standards H Inv. Method
36.046 Latitude DD
34.51 Longitude DD
-97.40472222 ODOT County Number
25 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
29251 x
-10843044.0783907 y
4097489.87931138 |
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| 29817 | 0710 0153 X | 29817 | — | U.S. 70 BYPASS | UNNAMED CREEK | -1 | 3 CELL 12ft.X10ft./12ft.X110ft. R.C.B. W/ 30 DEG RF | 2015 | 33.967094 | -96.346758 | 36.001 | 110 | — | 3 | 30 | 2 | 42.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 100 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 4600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29250 BRKEY
29817 NBI No.
29817 On Under
1 Structure No.
0710 0153 X Control No.
010 Lane Ind.
Milepoint
01530 Facility Carried
U.S. 70 BYPASS Feature Intersected
UNNAMED CREEK Division
02 County
013 Location
1.53 E OF S.H. 78 Sufficiency
100 Kind Hwy
2 Level Service
3 Route No.
00070 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
42.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
2015 ADT Total
4600 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
30 No. Main Spans
3 Road Width
42.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
42.999 Span Type Main
M Material
1 - Concrete Design
19 Length
36.001 Deck Width
110 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
7 Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
99.98 HS Inv. Rating Method
3 HS Inv. Method
99.98 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
6400 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
29817 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 CELL 12ft.X10ft./12ft.X110ft. R.C.B. W/ 30 DEG RF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
33:58:01.54 Longitude
-96:20:48.33 I257A
C I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 70 BYPASS Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
3 - Bypass Historical Significance
5 Local Bridge ID
103 NBI Text
29817 Vault Link
http://plansrv1/bridgemaintvault/b29817 GIS FO/SD
Meets Standards H Inv. Method
99.98 Latitude DD
33.967094 Longitude DD
-96.346758 ODOT County Number
7 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
29250 x
-10725272.0401428 y
4024384.40965535 |
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| 29816 | 0710 0340 X | 29816 | — | U.S. 70 BYPASS | CREEK | -1 | 3 CELL 10ft.X6ft./10ft.X119ft. R.C.B. SK. 30 DEG LF | 2015 | 33.992425 | -96.338881 | 30 | 0 | — | 3 | 30 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 100 | 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 | 4600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29249 BRKEY
29816 NBI No.
29816 On Under
1 Structure No.
0710 0340 X Control No.
010 Lane Ind.
Milepoint
03400 Facility Carried
U.S. 70 BYPASS Feature Intersected
CREEK Division
02 County
013 Location
3.3 e of jct 78 Sufficiency
100 Kind Hwy
2 Level Service
3 Route No.
00070 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
42.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
2015 ADT Total
4600 ADT Year
2022 Design Load
NO VALUE GIVEN 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
10 Appr. Roadway Width
42.999 Span Type Main
M Material
1 - Concrete Design
19 Length
30 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
7 Culv. Rating
8 Structure Rating
8 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
99.98 HS Inv. Rating Method
3 HS Inv. Method
99.98 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
6400 Future ADT Year
2042 Bypass Detour
0 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
29816 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 CELL 10ft.X6ft./10ft.X119ft. R.C.B. SK. 30 DEG LF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
33:59:32.73 Longitude
-96:20:19.97 I257A
C I257B
1 I257C
1 I257D
0 I257E
1 I263
0 Roadway Name
U.S. 70 BYPASS Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
3 - Bypass Historical Significance
5 Local Bridge ID
106 NBI Text
29816 Vault Link
http://plansrv1/bridgemaintvault/b29816 GIS FO/SD
Meets Standards H Inv. Method
99.98 Latitude DD
33.992425 Longitude DD
-96.338881 ODOT County Number
7 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
29249 x
-10724395.1765138 y
4027784.93405463 |
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| 29813 | 6806 0895 X | 29813 | — | U.S. 64 | UP R.R. UNDER | -1 | 65ft.-118ft.-65ft. P/S spans. | 2015 | 35.47323611 | -94.93593611 | 255.5 | 42.2 | — | 3 | 20 | 4 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 74.9 | Very good (8) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 3680 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29246 BRKEY
29813 NBI No.
29813 On Under
1 Structure No.
6806 0895 X Control No.
006 Lane Ind.
Milepoint
08950 Facility Carried
U.S. 64 Feature Intersected
UP R.R. UNDER Division
01 County
135 Location
11.6E MUSKOGEE C/L Sufficiency
74.9 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
2 Vertical Clearance
N Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2015 ADT Total
3680 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
20 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
R Underclearance Right
9.334 Underclearance Left
0 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
40.5 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
255.5 Deck Width
42.2 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
N Culv. Rating
N Structure Rating
8 Deck Geometry
2 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
66.2 HS Inv. Rating Method
3 HS Inv. Method
50.1 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
5469 Future ADT Year
2042 Bypass Detour
11 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
29813 ODOT County
68 Nav. Control
N 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
65ft.-118ft.-65ft. P/S spans. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
35:28:23.65 Longitude
-94:56:09.37 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 64 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
06-0895 NBI Text
29813 Vault Link
http://plansrv1/bridgemaintvault/b29813 GIS FO/SD
FO H Inv. Method
50 Latitude DD
35.47323611 Longitude DD
-94.93593611 ODOT County Number
68 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
29246 x
-10568220.0657479 y
4228379.46510525 |
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| 29717 | 4310 0874 X | 29717 | — | S.H. 32 | HICKORY CREEK | -1 | 7-100ft. P.C. BM SPANS 40.0ft. CL. RDY. W/TR4 RAIL | 2014 | 33.97277778 | -96.995 | 700 | 42 | — | 7 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 100 | Good (7) | Very good (8) | Good (7) | Very good (8) | 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
29240 BRKEY
29717 NBI No.
29717 On Under
1 Structure No.
4310 0874 X Control No.
010 Lane Ind.
Milepoint
08740 Facility Carried
S.H. 32 Feature Intersected
HICKORY CREEK Division
07 County
085 Location
8.8 MI E JCT US 77 Sufficiency
100 Kind Hwy
3 Level Service
1 Route No.
00032 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2014 ADT Total
1400 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
7 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
700 Deck Width
42 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
8 Super Rating
7 Sub Rating
8 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
76.4 HS Inv. Rating Method
3 HS Inv. Method
40.5 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
2240 Future ADT Year
2042 Bypass Detour
0 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
29717 ODOT County
43 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
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
7-100ft. P.C. BM SPANS 40.0ft. CL. RDY. W/TR4 RAIL Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
33:58:22 Longitude
-96:59:42 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 32 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
24 NBI Text
29717 Vault Link
http://plansrv1/bridgemaintvault/b29717 GIS FO/SD
Meets Standards H Inv. Method
40.5 Latitude DD
33.97277778 Longitude DD
-96.995 ODOT County Number
43 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
29240 x
-10797434.0094936 y
4025147.33252915 |
|||||||||||||||||||||||||||||||||||||
| 29716 | 4306 0627 X | 29716 | — | S.H. 32 | COFFEE POT CREEK | -1 | 55ft.-70ft.-55ft. P.C. BEAM SPANS 40.0 CL. RDY. W/TR4 RAIL | 2012 | 33.94027778 | -97.45194444 | 180 | 42.169 | — | 3 | 0 | 2 | 42.169 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 100 | Very good (8) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 510 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29239 BRKEY
29716 NBI No.
29716 On Under
1 Structure No.
4306 0627 X Control No.
006 Lane Ind.
Milepoint
06270 Facility Carried
S.H. 32 Feature Intersected
COFFEE POT CREEK Division
07 County
085 Location
6.4E OF C/L Sufficiency
100 Kind Hwy
3 Level Service
1 Route No.
00032 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
42.169 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
2012 ADT Total
510 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
42.169 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
180 Deck Width
42.169 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
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
60 HS Inv. Rating Method
3 HS Inv. Method
39 H Operating Rating
! H Inv. Rating Method
! Future ADT
816 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
29716 ODOT County
43 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
55ft.-70ft.-55ft. P.C. BEAM SPANS 40.0 CL. RDY. W/TR4 RAIL Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.7477 Latitude
33:56:25 Longitude
-97:27:07 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 32 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
011 NBI Text
29716 Vault Link
http://plansrv1/bridgemaintvault/b29716 GIS FO/SD
Meets Standards H Inv. Method
38 Latitude DD
33.94027778 Longitude DD
-97.45194444 ODOT County Number
43 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
29239 x
-10848300.8318752 y
4020785.60741728 |
|||||||||||||||||||||||||||||||||||||
| 29624 | 5507F0760NXR | 29624 | — | LINCOLN TO I-44 WB | I-44 WB TO U.S. 77NB UND | 165ft.-230ft.-165ft. | 1901 | 35.52976111 | -97.50935833 | 560.079 | -1 | — | 3 | 0 | -1 | -1 | 0 - Other | -1 | M | _ | _ | -1 | _ | _ | _ | _ | _ | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | -1 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
29237 BRKEY
29624 NBI No.
29624 On Under
1 Structure No.
5507F0760NXR Control No.
007 Lane Ind.
N Milepoint
07600 Facility Carried
LINCOLN TO I-44 WB Feature Intersected
I-44 WB TO U.S. 77NB UND Division
04 County
109 Location
_ Sufficiency
-1 Kind Hwy
1 Level Service
1 Route No.
00077 Service Type On
1 Service Type Off
1 Vertical Clearance
Horizontal Clearance
-1 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
1901 ADT Total
-1 ADT Year
2022 Design Load
Other or Unknown Skew
0 No. Main Spans
3 Road Width
-1 Ref. Underclearance Rt.
_ Underclearance Right
-1 Underclearance Left
-1 Deck Structure Type
_ No. Lanes
-1 Fill RCB
Appr. Roadway Width
-1 Span Type Main
M Material
0 - Other Design
-1 Length
560.079 Deck Width
-1 Bridge Open Closed
_ TSF Rail
_ TSF Transition
_ TSF Appr. Guardrail
_ TSF Appr. Guardrail Ends
_ Appr. Roadway Cond.
Deck Rating
_ Super Rating
_ Sub Rating
_ Chan. Rating
_ Culv. Rating
_ Structure Rating
_ Deck Geometry
_ Underclearance
_ Bridge Posting
_ Waterway Adequacy
_ Approach Alignment
_ HS Operating Rating Method
_ HS Operating Rating
0 HS Inv. Rating Method
_ HS Inv. Method
0 H Operating Rating
_ H Inv. Rating Method
_ Future ADT
-1 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
Posted Weight
Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
29624 ODOT County
55 Nav. Control
_ Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
_ DK Protect.
_ DK Surf. Type
_ Lft. Curb SW
0 Rt. Curb SW
0 Description
165ft.-230ft.-165ft. Route Flag
P Status Flag
F On Off System
1 Frontage Ind.
R Alt. Structure Name
H Index
Latitude
35:31:47.14 Longitude
-97:30:33.69 I257A
_ I257B
1 I257C
0 I257D
_ I257E
_ I263
_ Roadway Name
LINCOLN RAMP TO I-44 WB Scour
_ Design Structure
NO VALUE GIVEN FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
29624 Vault Link
http://plansrv1/bridgemaintvault/b29624 GIS FO/SD
Meets Standards H Inv. Method
-1 Latitude DD
35.52976111 Longitude DD
-97.50935833 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
29237 x
-10854692.1168744 y
4236108.65339412 |
|||||||||||||||||||||||||||||||||||||
| 29623 | 5507 0754 XR | 29623 | — | I-44 RAMP TO 63rd | I-44/LINCOLN RAMPS UNDER | 139ft. 3in.-161ft.-161ft.- STEEL BOX GIRDERS SPANS W/ 59ft CONC BOX GIRDER APP SPAN. | 2021 | 35.528586 | -97.516381 | 520.28 | 32 | — | 3 | 0 | 1 | 29 | 4 - Steel Continuous | Box Beam or Girders — Multiple (05) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 93.9 | Very good (8) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 7500 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
29236 BRKEY
29623 NBI No.
29623 On Under
1 Structure No.
5507 0754 XR Control No.
Lane Ind.
Milepoint
Facility Carried
I-44 RAMP TO 63rd Feature Intersected
I-44/LINCOLN RAMPS UNDER Division
04 County
109 Location
I-44 & I-235 JCT Sufficiency
93.9 Kind Hwy
1 Level Service
7 Route No.
00235 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
29 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
2021 ADT Total
7500 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
29 Ref. Underclearance Rt.
H Underclearance Right
4 Underclearance Left
15 Deck Structure Type
1 No. Lanes
1 Fill RCB
Appr. Roadway Width
29 Span Type Main
M Material
4 - Steel Continuous Design
05 Length
520.28 Deck Width
32 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
8 Sub Rating
8 Chan. Rating
N Culv. Rating
N Structure Rating
8 Deck Geometry
9 Underclearance
3 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
49.3 HS Inv. Rating Method
3 HS Inv. Method
38.2 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
11500 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
29623 ODOT County
55 Nav. Control
N 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
139ft. 3in.-161ft.-161ft.- STEEL BOX GIRDERS SPANS W/ 59ft CONC BOX GIRDER APP SPAN. Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:31:42.91 Longitude
-97:30:58.97 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
_ Roadway Name
I-44 EB RAMP 44F TO 63RD ST Scour
N Design Structure
5 - Box Beam or Girders - Multiple FOSD
Functionally Obsolete Service Level
7 - Ramp, Wye, Connector, etc. Historical Significance
5 Local Bridge ID
BRIDGE O NBI Text
29623 Vault Link
http://plansrv1/bridgemaintvault/b29623 GIS FO/SD
FO H Inv. Method
38.1 Latitude DD
35.528586 Longitude DD
-97.516381 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
29236 x
-10855473.8769229 y
4235947.91429992 |
|||||||||||||||||||||||||||||||||||||
| 29622 | 5507 0749SXR | 29622 | — | I-44 EB TO U.S. 77 | I-235/I-44 UNDER | 15 SPAN CONCRETE & STEEL TUB GIRDER SPANS W/ F-SHAPE PARAPETS & 38FT CLY RDWY | 2021 | 35.528586 | -97.516381 | 1445.249 | 41 | — | 15 | 0 | 2 | 38 | 4 - Steel Continuous | Box Beam or Girders — Multiple (05) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.9 | Very good (8) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 12500 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
29235 BRKEY
29622 NBI No.
29622 On Under
1 Structure No.
5507 0749SXR Control No.
Lane Ind.
Milepoint
Facility Carried
I-44 EB TO U.S. 77 Feature Intersected
I-235/I-44 UNDER Division
04 County
109 Location
I-44 & I-235 JCT Sufficiency
97.9 Kind Hwy
1 Level Service
7 Route No.
00044 Service Type On
6 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
29 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
2021 ADT Total
12500 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
15 Road Width
38 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
6 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38 Span Type Main
M Material
4 - Steel Continuous Design
05 Length
1445.249 Deck Width
41 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
N Culv. Rating
N Structure Rating
8 Deck Geometry
9 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
45.1 HS Inv. Rating Method
3 HS Inv. Method
36.1 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
17500 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
40 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
29622 ODOT County
55 Nav. Control
N 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
15 SPAN CONCRETE & STEEL TUB GIRDER SPANS W/ F-SHAPE PARAPETS & 38FT CLY RDWY Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:31:42.91 Longitude
-97:30:58.97 I257A
_ I257B
1 I257C
0 I257D
_ I257E
_ I263
_ Roadway Name
I-44 EB RAMP TO U.S. 77 NB Scour
N Design Structure
5 - Box Beam or Girders - Multiple FOSD
Meets Standards Service Level
7 - Ramp, Wye, Connector, etc. Historical Significance
5 Local Bridge ID
BRIDGE N NBI Text
29622 Vault Link
http://plansrv1/bridgemaintvault/b29622 GIS FO/SD
Meets Standards H Inv. Method
36 Latitude DD
35.528586 Longitude DD
-97.516381 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
29235 x
-10855473.8769229 y
4235947.91429992 |
|||||||||||||||||||||||||||||||||||||
| 29621 | 5507 0749NXR | 29621 | — | I-235 NB TO I-44WB | I-44/I-235/CREEK UNDER | (18) PC CONCRETE & STEEL TUB GIRDER SPANS W/ F-SHAPE PARAPETS & 29FT CLY RDWY | 2021 | 35.526386 | -97.514281 | 1967.999 | 32 | — | 18 | 0 | 1 | 29 | 4 - Steel Continuous | Box Beam or Girders — Multiple (05) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.9 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 8500 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
29234 BRKEY
29621 NBI No.
29621 On Under
1 Structure No.
5507 0749NXR Control No.
Lane Ind.
Milepoint
Facility Carried
I-235 NB TO I-44WB Feature Intersected
I-44/I-235/CREEK UNDER Division
04 County
109 Location
I-44 & I-235 JCT Sufficiency
97.9 Kind Hwy
1 Level Service
7 Route No.
00044 Service Type On
7 Service Type Off
6 Vertical Clearance
Y Horizontal Clearance
29 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
2021 ADT Total
8500 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
18 Road Width
29 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
6 Deck Structure Type
1 No. Lanes
1 Fill RCB
Appr. Roadway Width
29 Span Type Main
M Material
4 - Steel Continuous Design
05 Length
1967.999 Deck Width
32 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
8 Sub Rating
7 Chan. Rating
6 Culv. Rating
N Structure Rating
7 Deck Geometry
9 Underclearance
4 Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
48 HS Inv. Rating Method
3 HS Inv. Method
37 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
16500 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
40 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
29621 ODOT County
55 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
(18) PC CONCRETE & STEEL TUB GIRDER SPANS W/ F-SHAPE PARAPETS & 29FT CLY RDWY Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:31:34.99 Longitude
-97:30:51.41 I257A
_ I257B
1 I257C
0 I257D
_ I257E
_ I263
_ Roadway Name
I-235 NB RAMP TO I-44 WB Scour
8 Design Structure
5 - Box Beam or Girders - Multiple FOSD
Meets Standards Service Level
7 - Ramp, Wye, Connector, etc. Historical Significance
5 Local Bridge ID
BRIDGE K NBI Text
29621 Vault Link
http://plansrv1/bridgemaintvault/b29621 GIS FO/SD
Meets Standards H Inv. Method
36 Latitude DD
35.526386 Longitude DD
-97.514281 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
29234 x
-10855240.1059922 y
4235646.9904968 |
|||||||||||||||||||||||||||||||||||||
| 29896 | 0204 1489 X | 29896 | — | U.S. 64 | SPRING CREEK | -1 | 45ft.-70ft.-45ft. TYPE III PCB SPANS, 40ft. CLR RDY, TR-4 TRAFFIC RAIL, NO SKEW | 2013 | 36.66652778 | -98.256925 | 160 | 41.099 | — | 3 | 0 | 2 | 38.901 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 90.3 | Very good (8) | Satisfactory (6) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 2000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29228 BRKEY
29896 NBI No.
29896 On Under
1 Structure No.
0204 1489 X Control No.
004 Lane Ind.
Milepoint
14890 Facility Carried
U.S. 64 Feature Intersected
SPRING CREEK Division
06 County
003 Location
.2 W JCT S.H. 58 Sufficiency
90.3 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
38.901 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
2013 ADT Total
2000 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
38.901 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
48.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
160 Deck Width
41.099 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
6 Super Rating
8 Sub Rating
8 Chan. Rating
6 Culv. Rating
N Structure Rating
8 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
60.5 HS Inv. Rating Method
3 HS Inv. Method
39.1 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
3200 Future ADT Year
2042 Bypass Detour
29.199999 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
29896 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.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
45ft.-70ft.-45ft. TYPE III PCB SPANS, 40ft. CLR RDY, TR-4 TRAFFIC RAIL, NO SKEW Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.8258 Latitude
36:39:59.5 Longitude
-98:15:24.93 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 64 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
29896 NBI Text
29896 Vault Link
http://plansrv1/bridgemaintvault/b29896 GIS FO/SD
Meets Standards H Inv. Method
39 Latitude DD
36.66652778 Longitude DD
-98.256925 ODOT County Number
2 Maint. Dist.
6 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
29228 x
-10937910.8579129 y
4392726.43262491 |
|||||||||||||||||||||||||||||||||||||
| 29807 | 4304 0702 X | 29807 | — | U.S. 77 | HICKORY CREEK | -1 | 85ft.-110ft.-55ft.-85ft. P.C. BM. , 40ft. CLR. RDY. | 2012 | 34.03722222 | -97.14333333 | 337.402 | 40 | — | 4 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98.6 | Very good (8) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 2700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29223 BRKEY
29807 NBI No.
29807 On Under
1 Structure No.
4304 0702 X Control No.
004 Lane Ind.
Milepoint
07020 Facility Carried
U.S. 77 Feature Intersected
HICKORY CREEK Division
07 County
085 Location
6.9 N. JCT. S.H. 32 Sufficiency
98.6 Kind Hwy
2 Level Service
1 Route No.
00077 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2012 ADT Total
2700 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
4 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
337.402 Deck Width
40 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
57 HS Inv. Rating Method
3 HS Inv. Method
38 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
4320 Future ADT Year
2042 Bypass Detour
7 School Bus Rte.
0 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
29807 ODOT County
43 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
85ft.-110ft.-55ft.-85ft. P.C. BM. , 40ft. CLR. RDY. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
34:02:14 Longitude
-97:08:36 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 77 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
7 NBI Text
29807 Vault Link
http://plansrv1/bridgemaintvault/b29807 GIS FO/SD
Meets Standards H Inv. Method
37 Latitude DD
34.03722222 Longitude DD
-97.14333333 ODOT County Number
43 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
29223 x
-10813946.4002568 y
4033801.156588 |
|||||||||||||||||||||||||||||||||||||
| 29806 | 4304 0684 X | 29806 | — | U.S. 77 | S. BRANCH HICKORY CREEK | -1 | 35ft.-45ft.-35ft. P. C. BEAM ; 40ft. CLR. RDY. | 2012 | 34.03472222 | -97.14333333 | 115.499 | 40 | — | 3 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98.6 | Very good (8) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 2700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29222 BRKEY
29806 NBI No.
29806 On Under
1 Structure No.
4304 0684 X Control No.
004 Lane Ind.
Milepoint
06840 Facility Carried
U.S. 77 Feature Intersected
S. BRANCH HICKORY CREEK Division
07 County
085 Location
6.7 N. JCT S.H. 32 Sufficiency
98.6 Kind Hwy
2 Level Service
1 Route No.
00077 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2012 ADT Total
2700 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
115.499 Deck Width
40 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
5 Culv. Rating
N Structure Rating
8 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
57 HS Inv. Rating Method
3 HS Inv. Method
44 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
4320 Future ADT Year
2042 Bypass Detour
6.8 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
29806 ODOT County
43 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
35ft.-45ft.-35ft. P. C. BEAM ; 40ft. CLR. RDY. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
34:02:05 Longitude
-97:08:36 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 77 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
006 NBI Text
29806 Vault Link
http://plansrv1/bridgemaintvault/b29806 GIS FO/SD
Meets Standards H Inv. Method
43 Latitude DD
34.03472222 Longitude DD
-97.14333333 ODOT County Number
43 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
29222 x
-10813946.4002568 y
4033465.32538472 |
|||||||||||||||||||||||||||||||||||||
| 29620 | 5567 0005 X | 29620 | — | U.S. 77 RAMP | U.S. 77 NB RAMP UNDER | 111.5FT & 176.83FT CONT. PLATE GIRDER SPANS W/ 32FT CLY RDWY & F-SHAPED PARAPETS | 2021 | 35.530003 | -97.504169 | 288.33 | 32 | — | 2 | 0 | 1 | 29 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 100 | Very good (8) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | A | 6550 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
29215 BRKEY
29620 NBI No.
29620 On Under
1 Structure No.
5567 0005 X Control No.
Lane Ind.
Milepoint
Facility Carried
U.S. 77 RAMP Feature Intersected
U.S. 77 NB RAMP UNDER Division
04 County
109 Location
.5E OF I235 Sufficiency
100 Kind Hwy
2 Level Service
7 Route No.
00077 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
29 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
2021 ADT Total
6550 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
2 Road Width
29 Ref. Underclearance Rt.
H Underclearance Right
8 Underclearance Left
6 Deck Structure Type
1 No. Lanes
1 Fill RCB
Appr. Roadway Width
29 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
288.33 Deck Width
32 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
N Culv. Rating
N Structure Rating
8 Deck Geometry
9 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
153.2 HS Inv. Rating Method
3 HS Inv. Method
118.2 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
9750 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
29620 ODOT County
55 Nav. Control
N 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
111.5FT & 176.83FT CONT. PLATE GIRDER SPANS W/ 32FT CLY RDWY & F-SHAPED PARAPETS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:31:48.01 Longitude
-97:30:15.01 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
_ Roadway Name
U.S. 77 NB RAMP TO NW 63RD ST. Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
7 - Ramp, Wye, Connector, etc. Historical Significance
5 Local Bridge ID
BRIDGE J NBI Text
29620 Vault Link
http://plansrv1/bridgemaintvault/b29620 GIS FO/SD
Meets Standards H Inv. Method
118.1 Latitude DD
35.530003 Longitude DD
-97.504169 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
29215 x
-10854114.4433013 y
4236141.74095428 |
|||||||||||||||||||||||||||||||||||||
| 29895 | 2714 0587 X | 29895 | — | S.H. 11 | POLECAT CREEK | -1 | 40ft.-70ft.-40ft. PCB SPANS, 40ft. CLR RDY, TR4 CONCRETE RAILS | 2015 | 36.81055556 | -97.62694444 | 150.499 | 42.165 | — | 3 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95.1 | Very good (8) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29209 BRKEY
29895 NBI No.
29895 On Under
1 Structure No.
2714 0587 X Control No.
014 Lane Ind.
Milepoint
05870 Facility Carried
S.H. 11 Feature Intersected
POLECAT CREEK Division
04 County
053 Location
5.9 E OF MEDFORD Sufficiency
95.1 Kind Hwy
3 Level Service
1 Route No.
00011 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
2015 ADT Total
1400 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
150.499 Deck Width
42.165 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
7 Super Rating
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
64 HS Inv. Rating Method
3 HS Inv. Method
39 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
2240 Future ADT Year
2042 Bypass Detour
44.099999 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
9999 Min Measured Clearance
9999 NBI Rating
29895 ODOT County
27 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
40ft.-70ft.-40ft. PCB SPANS, 40ft. CLR RDY, TR4 CONCRETE RAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.8174 Latitude
36:48:38 Longitude
-97:37:37 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
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
29895 Vault Link
http://plansrv1/bridgemaintvault/b29895 GIS FO/SD
Meets Standards H Inv. Method
38 Latitude DD
36.81055556 Longitude DD
-97.62694444 ODOT County Number
27 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
29209 x
-10867781.742764 y
4412733.46928884 |
|||||||||||||||||||||||||||||||||||||
| 29894 | 4220 1086 X | 29894 | — | S.H. 74 | CROW CREEK | -1 | (51ft.-55ft.-46ft.) TYPE III PCB SPAN, 40ft. CLEAR RDWY, TR4 TRAFFIC RAILS | 2013 | 36.02611111 | -97.58638889 | 151.499 | 42.169 | — | 3 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 100 | Good (7) | 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 | 2400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29208 BRKEY
29894 NBI No.
29894 On Under
1 Structure No.
4220 1086 X Control No.
020 Lane Ind.
Milepoint
10860 Facility Carried
S.H. 74 Feature Intersected
CROW CREEK Division
04 County
083 Location
11 N JCT S.H. 33 Sufficiency
100 Kind Hwy
3 Level Service
1 Route No.
00074 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2013 ADT Total
2400 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
151.499 Deck Width
42.169 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
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
60 HS Inv. Rating Method
3 HS Inv. Method
44 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
3840 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
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
29894 ODOT County
42 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
(51ft.-55ft.-46ft.) TYPE III PCB SPAN, 40ft. CLEAR RDWY, TR4 TRAFFIC RAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.5134 Latitude
36:01:34 Longitude
-97:35:11 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
29894 Vault Link
http://plansrv1/bridgemaintvault/b29894 GIS FO/SD
Meets Standards H Inv. Method
43 Latitude DD
36.02611111 Longitude DD
-97.58638889 ODOT County Number
42 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
29208 x
-10863267.1195892 y
4304214.81557085 |
|||||||||||||||||||||||||||||||||||||
| 29890 | 5814 0778 X | 29890 | — | U.S. 69 | TAR CREEK | -1 | 45ft.-45ft.-80ft.-45ft. PC BM.44ft.CL.RDY.W/TR-4 RAIL | 2013 | 36.94361111 | -94.85388889 | 215 | 46.001 | — | 4 | 0 | 2 | 43.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 93.7 | Good (7) | Good (7) | Excellent (9) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 8400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29204 BRKEY
29890 NBI No.
29890 On Under
1 Structure No.
5814 0778 X Control No.
014 Lane Ind.
Milepoint
07780 Facility Carried
U.S. 69 Feature Intersected
TAR CREEK Division
08 County
115 Location
7.7 N. U.S. 59 Sufficiency
93.7 Kind Hwy
2 Level Service
1 Route No.
00069 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
43.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
2013 ADT Total
8400 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
4 Road Width
43.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
43.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
215 Deck Width
46.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
7 Super Rating
9 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
74 HS Inv. Rating Method
3 HS Inv. Method
54.1 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
13440 Future ADT Year
2042 Bypass Detour
10.000001 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
29890 ODOT County
58 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
45ft.-45ft.-80ft.-45ft. PC BM.44ft.CL.RDY.W/TR-4 RAIL Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.5702 Latitude
36:56:37 Longitude
-94:51:14 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 69 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
29890 Vault Link
http://plansrv1/bridgemaintvault/b29890 GIS FO/SD
Meets Standards H Inv. Method
54 Latitude DD
36.94361111 Longitude DD
-94.85388889 ODOT County Number
58 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
29204 x
-10559086.6109965 y
4431249.81502489 |
|||||||||||||||||||||||||||||||||||||
| 29801 | 0626 0849 X | 29801 | — | S.H. 58 | NINE MILE CREEK | -1 | 65ft.-80ft.-65ft. P.C. BM. SPANS 40in. CL. RDY. W/TR4 RAIL SKEW 45 DEG. RT. FWD. | 2012 | 35.96458611 | -98.58319722 | 215.502 | 42.001 | — | 3 | 45 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.5 | Very good (8) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 870 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29199 BRKEY
29801 NBI No.
29801 On Under
1 Structure No.
0626 0849 X Control No.
026 Lane Ind.
Milepoint
08490 Facility Carried
S.H. 58 Feature Intersected
NINE MILE CREEK Division
05 County
011 Location
8.6 N OF JCT U.S. 270 Sufficiency
97.5 Kind Hwy
3 Level Service
1 Route No.
00058 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2012 ADT Total
870 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
45 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
28.002 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
215.502 Deck Width
42.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
7 Culv. Rating
N Structure Rating
8 Deck Geometry
8 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
9 HS Operating Rating Method
3 HS Operating Rating
76 HS Inv. Rating Method
3 HS Inv. Method
41 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1392 Future ADT Year
2042 Bypass Detour
37.099999 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
29801 ODOT County
06 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
65ft.-80ft.-65ft. P.C. BM. SPANS 40in. CL. RDY. W/TR4 RAIL SKEW 45 DEG. RT. FWD. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.9656 Latitude
35:57:52.51 Longitude
-98:34:59.51 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 58 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
29801 Vault Link
http://plansrv1/bridgemaintvault/b29801 GIS FO/SD
Meets Standards H Inv. Method
40 Latitude DD
35.96458611 Longitude DD
-98.58319722 ODOT County Number
6 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
29199 x
-10974231.3153033 y
4295749.56888738 |
|||||||||||||||||||||||||||||||||||||
| 29800 | 0626 0905 X | 29800 | — | S.H. 58 | CREEK | -1 | 40ft.-45ft.-40ft. P.C. BM. SPANS 40ft. CL RDY W/TR4 RAIL | 2012 | 35.97285556 | -98.58317778 | 125.502 | 42.001 | — | 3 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.5 | Very good (8) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 870 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29198 BRKEY
29800 NBI No.
29800 On Under
1 Structure No.
0626 0905 X Control No.
026 Lane Ind.
Milepoint
09050 Facility Carried
S.H. 58 Feature Intersected
CREEK Division
05 County
011 Location
9.2 N OF JCT U.S. 270 Sufficiency
97.5 Kind Hwy
3 Level Service
1 Route No.
00058 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2012 ADT Total
870 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
28.002 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
125.502 Deck Width
42.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
8 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
9 HS Operating Rating Method
3 HS Operating Rating
63 HS Inv. Rating Method
3 HS Inv. Method
41 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1392 Future ADT Year
2042 Bypass Detour
36.999999 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
29800 ODOT County
06 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
40ft.-45ft.-40ft. P.C. BM. SPANS 40ft. CL RDY W/TR4 RAIL Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
35:58:22.28 Longitude
-98:34:59.44 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 58 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
29800 Vault Link
http://plansrv1/bridgemaintvault/b29800 GIS FO/SD
Meets Standards H Inv. Method
40 Latitude DD
35.97285556 Longitude DD
-98.58317778 ODOT County Number
6 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
29198 x
-10974229.1512524 y
4296886.98148585 |
|||||||||||||||||||||||||||||||||||||
| 28683 | 6114 1383 X | 28683 | — | S.H. 31 | DEER CREEK | -1 | 45.25ft. - 60ft. - 45.25ft. PC BEAM | 2009 | 34.89854444 | -95.89524722 | 150.499 | 34.199 | — | 3 | 0 | 2 | 32.001 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 100 | Good (7) | 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 | 390 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29185 BRKEY
28683 NBI No.
28683 On Under
1 Structure No.
6114 1383 X Control No.
014 Lane Ind.
Milepoint
13830 Facility Carried
S.H. 31 Feature Intersected
DEER CREEK Division
02 County
121 Location
13.83 E JCT SH 31A Sufficiency
100 Kind Hwy
3 Level Service
1 Route No.
00031 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
2009 ADT Total
390 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
32.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
32.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
150.499 Deck Width
34.199 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
63.1 HS Inv. Rating Method
1 HS Inv. Method
37.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
624 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
28683 ODOT County
61 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
45.25ft. - 60ft. - 45.25ft. PC BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
34:53:54.76 Longitude
-95:53:42.89 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 31 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
066 NBI Text
28683 Vault Link
http://plansrv1/bridgemaintvault/b28683 GIS FO/SD
Meets Standards H Inv. Method
28.5 Latitude DD
34.89854444 Longitude DD
-95.89524722 ODOT County Number
61 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
29185 x
-10675010.0900255 y
4150102.27183338 |
|||||||||||||||||||||||||||||||||||||
| 28682 | 6114 1679 X | 28682 | — | S.H. 31 | CREEK | -1 | (3) 25ft. CONTINUOUS CONCRETE SLAB SK 30° | 2009 | 34.91566667 | -95.85369444 | 75 | 34.199 | — | 3 | 30 | 2 | 32.001 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99.1 | Good (7) | 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 | 390 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29184 BRKEY
28682 NBI No.
28682 On Under
1 Structure No.
6114 1679 X Control No.
014 Lane Ind.
Milepoint
16790 Facility Carried
S.H. 31 Feature Intersected
CREEK Division
02 County
121 Location
16.79 E JCT SH 31A Sufficiency
99.1 Kind Hwy
3 Level Service
1 Route No.
00031 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
2009 ADT Total
390 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
30 No. Main Spans
3 Road Width
32.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
32.001 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
75 Deck Width
34.199 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
62 HS Inv. Rating Method
1 HS Inv. Method
37.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
624 Future ADT Year
2042 Bypass Detour
29.799999 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
28682 ODOT County
61 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) 25ft. CONTINUOUS CONCRETE SLAB SK 30° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
34:54:56.4 Longitude
-95:51:13.3 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 31 Scour
8 Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
068 NBI Text
28682 Vault Link
http://plansrv1/bridgemaintvault/b28682 GIS FO/SD
Meets Standards H Inv. Method
20.7 Latitude DD
34.91566667 Longitude DD
-95.85369444 ODOT County Number
61 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
29184 x
-10670384.4557148 y
4152426.47899959 |
|||||||||||||||||||||||||||||||||||||
| 28681 | 6114 1507 X | 28681 | — | S.H. 31 | CREEK | -1 | (3) 25ft. CONTINUOUS CONCRETE SLAB | 2008 | 34.89852222 | -95.87325556 | 75 | 34.199 | — | 3 | 0 | 2 | 32.001 | 2 - Concrete Continuous | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99 | Very good (8) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 390 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29183 BRKEY
28681 NBI No.
28681 On Under
1 Structure No.
6114 1507 X Control No.
014 Lane Ind.
Milepoint
15070 Facility Carried
S.H. 31 Feature Intersected
CREEK Division
02 County
121 Location
15.07 E JCT SH 31A Sufficiency
99 Kind Hwy
3 Level Service
1 Route No.
00031 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
2008 ADT Total
390 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
32.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
30 Span Type Main
M Material
2 - Concrete Continuous Design
01 Length
75 Deck Width
34.199 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
7 Culv. Rating
N Structure Rating
8 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
5 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
62 HS Inv. Rating Method
1 HS Inv. Method
37.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
624 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
28681 ODOT County
61 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) 25ft. CONTINUOUS CONCRETE SLAB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.2129 Latitude
34:53:54.68 Longitude
-95:52:23.72 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 31 Scour
8 Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
067 NBI Text
28681 Vault Link
http://plansrv1/bridgemaintvault/b28681 GIS FO/SD
Meets Standards H Inv. Method
20.7 Latitude DD
34.89852222 Longitude DD
-95.87325556 ODOT County Number
61 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
29183 x
-10672561.9896326 y
4150099.25595914 |
|||||||||||||||||||||||||||||||||||||
| 28680 | 0312 0665SX | 28680 | — | S.H. 3 EB | ROCK CREEK | -1 | 84ft. PC BEAM | 2009 | 34.32394722 | -96.04148611 | 86.001 | 40.2 | — | 1 | 0 | 2 | 37.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 93.9 | Good (7) | Satisfactory (6) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 2050 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29182 BRKEY
28680 NBI No.
28680 On Under
1 Structure No.
0312 0665SX Control No.
012 Lane Ind.
S Milepoint
06650 Facility Carried
S.H. 3 EB Feature Intersected
ROCK CREEK Division
02 County
005 Location
6.65 E JCT US-69 Sufficiency
93.9 Kind Hwy
3 Level Service
1 Route No.
00003 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
22.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
2009 ADT Total
2050 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
1 Road Width
37.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
86.001 Deck Width
40.2 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
6 Super Rating
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
66.7 HS Inv. Rating Method
3 HS Inv. Method
33.3 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
3280 Future ADT Year
2042 Bypass Detour
0.1 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
28680 ODOT County
03 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
9 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
1.083 Rt. Curb SW
1.083 Description
84ft. PC BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
86.9868 Latitude
34:19:26.21 Longitude
-96:02:29.35 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 3 EB Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
36 NBI Text
28680 Vault Link
http://plansrv1/bridgemaintvault/b28680 GIS FO/SD
Meets Standards H Inv. Method
33.2 Latitude DD
34.32394722 Longitude DD
-96.04148611 ODOT County Number
3 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
29182 x
-10691289.3287944 y
4072383.61049736 |
|||||||||||||||||||||||||||||||||||||
| 28679 | 0312 0721SX | 28679 | — | S.H. 3 EB | LITTLE ROCK CREEK | -1 | 85ft. PC BEAM | 2009 | 34.30960278 | -96.01459722 | 86.001 | 40.2 | — | 1 | 0 | 2 | 37.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 93.9 | Good (7) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 1950 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29181 BRKEY
28679 NBI No.
28679 On Under
1 Structure No.
0312 0721SX Control No.
012 Lane Ind.
S Milepoint
07210 Facility Carried
S.H. 3 EB Feature Intersected
LITTLE ROCK CREEK Division
02 County
005 Location
8.2 E JCT US-69 Sufficiency
93.9 Kind Hwy
3 Level Service
1 Route No.
00003 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
22.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
2009 ADT Total
1950 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
1 Road Width
37.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
86.001 Deck Width
40.2 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
9 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
66.7 HS Inv. Rating Method
3 HS Inv. Method
33.3 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
3120 Future ADT Year
2042 Bypass Detour
0.1 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
28679 ODOT County
03 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
9 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
1.083 Rt. Curb SW
1.083 Description
85ft. PC BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
87.0614 Latitude
34:18:34.57 Longitude
-96:00:52.55 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 3 EB Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
38 NBI Text
28679 Vault Link
http://plansrv1/bridgemaintvault/b28679 GIS FO/SD
Meets Standards H Inv. Method
33.2 Latitude DD
34.30960278 Longitude DD
-96.01459722 ODOT County Number
3 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
29181 x
-10688296.0712517 y
4070450.26331111 |
|||||||||||||||||||||||||||||||||||||
| 28497 | 7030 0735 X | 28497 | — | S.H. 95 | SAND CREEK | -1 | 56.7ft.-80ft.-56.7ft. PC BEAM SPAN BRIDGE | 2008 | 36.60131667 | -101.79852222 | 192.999 | 42.402 | — | 3 | 0 | 2 | 40.2 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98.4 | Good (7) | Good (7) | Good (7) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29172 BRKEY
28497 NBI No.
28497 On Under
1 Structure No.
7030 0735 X Control No.
030 Lane Ind.
Milepoint
07350 Facility Carried
S.H. 95 Feature Intersected
SAND CREEK Division
06 County
139 Location
7.2MI.N. JCT. U.S.54 Sufficiency
98.4 Kind Hwy
3 Level Service
1 Route No.
00095 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40.2 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
2008 ADT Total
400 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
40.2 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
23.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
192.999 Deck Width
42.402 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
8 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
52.5 HS Inv. Rating Method
3 HS Inv. Method
36.1 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
640 Future ADT Year
2042 Bypass Detour
44.699999 School Bus Rte.
0 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
28497 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.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
56.7ft.-80ft.-56.7ft. PC BEAM SPAN BRIDGE Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.1034 Latitude
36:36:04.74 Longitude
-101:47:54.68 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
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
28497 Vault Link
http://plansrv1/bridgemaintvault/b28497 GIS FO/SD
Meets Standards H Inv. Method
36 Latitude DD
36.60131667 Longitude DD
-101.79852222 ODOT County Number
70 Maint. Dist.
6 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
29172 x
-11332159.6570381 y
4383680.21330928 |
|||||||||||||||||||||||||||||||||||||
| 28496 | 7030 1597 X | 28496 | — | S.H. 95 | TEEPEE CREEK | -1 | 3-60ft. TYPE IV P.C. BEAMS | 2009 | 36.71479167 | -101.81661667 | 180.499 | 42.201 | — | 3 | 0 | 2 | 40.098 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98.6 | Very good (8) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 340 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29171 BRKEY
28496 NBI No.
28496 On Under
1 Structure No.
7030 1597 X Control No.
030 Lane Ind.
Milepoint
15970 Facility Carried
S.H. 95 Feature Intersected
TEEPEE CREEK Division
06 County
139 Location
3.2MI.S. JCT. U.S.64 Sufficiency
98.6 Kind Hwy
3 Level Service
1 Route No.
00095 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40.098 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
2009 ADT Total
340 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
40.098 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
25 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
180.499 Deck Width
42.201 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
8 Sub Rating
8 Chan. Rating
7 Culv. Rating
N Structure Rating
8 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
47.1 HS Inv. Rating Method
3 HS Inv. Method
36.3 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
544 Future ADT Year
2042 Bypass Detour
44.699999 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
28496 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.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-60ft. TYPE IV P.C. BEAMS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.9583 Latitude
36:42:53.25 Longitude
-101:48:59.82 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
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
28496 Vault Link
http://plansrv1/bridgemaintvault/b28496 GIS FO/SD
Meets Standards H Inv. Method
36.2 Latitude DD
36.71479167 Longitude DD
-101.81661667 ODOT County Number
70 Maint. Dist.
6 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
29171 x
-11334173.9219983 y
4399426.6352854 |
|||||||||||||||||||||||||||||||||||||
| 28495 | 7030 0428 X | 28495 | — | S.H. 95 | THREE SEEDS DRAW CREEK | -1 | 40-50-40 P.C. BEAM SPAN | 2008 | 36.55776667 | -101.79448889 | 130 | 42.201 | — | 3 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98.5 | Very good (8) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29170 BRKEY
28495 NBI No.
28495 On Under
1 Structure No.
7030 0428 X Control No.
030 Lane Ind.
Milepoint
04280 Facility Carried
S.H. 95 Feature Intersected
THREE SEEDS DRAW CREEK Division
06 County
139 Location
4.2MI.N.JCT. U.S.54 Sufficiency
98.5 Kind Hwy
3 Level Service
1 Route No.
00095 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2008 ADT Total
500 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
23.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
130 Deck Width
42.201 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
8 Sub Rating
8 Chan. Rating
7 Culv. Rating
N Structure Rating
8 Deck Geometry
8 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
48.8 HS Inv. Rating Method
3 HS Inv. Method
37.7 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
800 Future ADT Year
2042 Bypass Detour
37.899999 School Bus Rte.
0 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
28495 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.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
40-50-40 P.C. BEAM SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
98.6558 Latitude
36:33:27.96 Longitude
-101:47:40.16 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
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
28495 Vault Link
http://plansrv1/bridgemaintvault/b28495 GIS FO/SD
Meets Standards H Inv. Method
37.6 Latitude DD
36.55776667 Longitude DD
-101.79448889 ODOT County Number
70 Maint. Dist.
6 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
29170 x
-11331710.6687963 y
4377643.126069 |
|||||||||||||||||||||||||||||||||||||
| 28494 | 1321 0462 X | 28494 | — | S.H. 171 | BEAVER RIVER | -1 | 3-100ft. P.C. BEAM SPANS | 2008 | 36.570172 | -102.247756 | 300 | 42.201 | — | 3 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99.5 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 360 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29169 BRKEY
28494 NBI No.
28494 On Under
1 Structure No.
1321 0462 X Control No.
021 Lane Ind.
Milepoint
04620 Facility Carried
S.H. 171 Feature Intersected
BEAVER RIVER Division
06 County
025 Location
4.7MI.N. JCT. U.S.287 Sufficiency
99.5 Kind Hwy
3 Level Service
1 Route No.
00171 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2008 ADT Total
360 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
300 Deck Width
42.201 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
8 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
88.1 HS Inv. Rating Method
1 HS Inv. Method
35.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
576 Future ADT Year
2042 Bypass Detour
11.8 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
28494 ODOT County
13 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
3-100ft. P.C. BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.5387 Latitude
36:34:12.62 Longitude
-102:14:51.92 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 171 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
28494 Vault Link
http://plansrv1/bridgemaintvault/b28494 GIS FO/SD
Meets Standards H Inv. Method
23.9 Latitude DD
36.570172 Longitude DD
-102.247756 ODOT County Number
13 Maint. Dist.
6 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
29169 x
-11382168.1326749 y
4379362.45916312 |
|||||||||||||||||||||||||||||||||||||
| 28777 | 7278 0564 X | 28777 | — | I-44 | HARVARD AVE. UNDER | -1 | 87ft.-156ft.-87ft. STEEL I-BEAM SPANS, 135.5ft. WIDE | 2011 | 36.09030833 | -95.94078611 | 330 | 135 | — | 3 | 4 | 7 | 132.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94.9 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 84700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29167 BRKEY
28777 NBI No.
28777 On Under
1 Structure No.
7278 0564 X Control No.
078 Lane Ind.
Milepoint
05640 Facility Carried
I-44 Feature Intersected
HARVARD AVE. UNDER Division
08 County
143 Location
3.6E OF JCT U.S. 75 Sufficiency
94.9 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
61.001 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
2011 ADT Total
84700 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
4 No. Main Spans
3 Road Width
132.001 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
2.001 Deck Structure Type
1 No. Lanes
7 Fill RCB
Appr. Roadway Width
61.001 Span Type Main
M Material
3 - Steel Design
02 Length
330 Deck Width
135 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
9 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
39.9 HS Inv. Rating Method
3 HS Inv. Method
30.8 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
135520 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
1610 Max Measured Clearance
1801 Min Measured Clearance
1702 NBI Rating
28777 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
87ft.-156ft.-87ft. STEEL I-BEAM SPANS, 135.5ft. WIDE Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
91.8318 Latitude
36:05:25.11 Longitude
-95:56:26.83 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
I-44 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
28777 Vault Link
http://plansrv1/bridgemaintvault/b28777 GIS FO/SD
Meets Standards H Inv. Method
30.7 Latitude DD
36.09030833 Longitude DD
-95.94078611 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
29167 x
-10680079.4560716 y
4313054.78461581 |
|||||||||||||||||||||||||||||||||||||
| 28776 | 7278 0464 X | 28776 | — | LEWIS AVE. | I-44 UNDER | -1 | 2-81ft. CONT.PLATE GIRDER W/F-SHAPED PARAPETS&90ft.CL.RDWY. | 2014 | 36.09009444 | -95.95824167 | 162.001 | 157.999 | — | 2 | 0 | 8 | 155 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 87.2 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 17 - Collector (Urban) | A | 84700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29166 BRKEY
28776 NBI No.
28776 On Under
1 Structure No.
7278 0464 X Control No.
Lane Ind.
Milepoint
Facility Carried
LEWIS AVE. Feature Intersected
I-44 UNDER Division
08 County
143 Location
2.6E OF JCT U.S. 75 Sufficiency
87.2 Kind Hwy
5 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
90 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
17 - Collector (Urban) Year Built
2014 ADT Total
84700 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
2 Road Width
155 Ref. Underclearance Rt.
H Underclearance Right
27.999 Underclearance Left
7.999 Deck Structure Type
1 No. Lanes
8 Fill RCB
Appr. Roadway Width
90 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
162.001 Deck Width
157.999 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
7 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
9 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
64.9 HS Inv. Rating Method
3 HS Inv. Method
50 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
135520 Future ADT Year
2042 Bypass Detour
2 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
1804 Min Measured Clearance
1706 NBI Rating
28776 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
12.001 Rt. Curb SW
12.001 Description
2-81ft. CONT.PLATE GIRDER W/F-SHAPED PARAPETS&90ft.CL.RDWY. Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
98.7087 Latitude
36:05:24.34 Longitude
-95:57:29.67 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
2 Roadway Name
LEWIS AVE. Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
28776 Vault Link
http://plansrv1/bridgemaintvault/b28776 GIS FO/SD
Meets Standards H Inv. Method
49.9 Latitude DD
36.09009444 Longitude DD
-95.95824167 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
6 Rural/Urban
Urban ARC_ID_NUM
29166 x
-10682022.6001223 y
4313025.31994335 |
|||||||||||||||||||||||||||||||||||||
| 28775 | 7278 0363 X | 28775 | — | I-44 | PEORIA AVE. UNDER | -1 | 55ft. - 88ft. - 88ft. - 55ft. CONT. STEEL I-BEAM SPANS, W/ 132ft. CLR.RDY. | 2012 | 36.08944444 | -95.97611111 | 286.001 | 135 | — | 4 | 0 | 7 | 132.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 92.9 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 67000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29165 BRKEY
28775 NBI No.
28775 On Under
1 Structure No.
7278 0363 X Control No.
078 Lane Ind.
Milepoint
03630 Facility Carried
I-44 Feature Intersected
PEORIA AVE. UNDER Division
08 County
143 Location
1.6E OF JCT U.S. 75 Sufficiency
92.9 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
60 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
2012 ADT Total
67000 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
4 Road Width
132.001 Ref. Underclearance Rt.
H Underclearance Right
12.001 Underclearance Left
6.001 Deck Structure Type
1 No. Lanes
7 Fill RCB
Appr. Roadway Width
61.001 Span Type Main
M Material
3 - Steel Design
02 Length
286.001 Deck Width
135 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
9 Underclearance
8 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
54.5 HS Inv. Rating Method
3 HS Inv. Method
42.1 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
107200 Future ADT Year
2042 Bypass Detour
0.999998 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
1702 NBI Rating
28775 ODOT County
72 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
55ft. - 88ft. - 88ft. - 55ft. CONT. STEEL I-BEAM SPANS, W/ 132ft. CLR.RDY. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
90.8313 Latitude
36:05:22 Longitude
-95:58:34 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
I-44 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
28775 Vault Link
http://plansrv1/bridgemaintvault/b28775 GIS FO/SD
Meets Standards H Inv. Method
42 Latitude DD
36.08944444 Longitude DD
-95.97611111 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
29165 x
-10684011.8170838 y
4312935.77890895 |
|||||||||||||||||||||||||||||||||||||
| 28774 | 3616 1832 X | 28774 | — | U.S. 177 | EAST BRANCH DRY CREEK | -1 | 3-60ft. PC BEAM SPANS X 40ft. CLR.RDY W/ TR-4 RAILS | 2010 | 36.93923056 | -97.34086667 | 180.502 | 42.169 | — | 3 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98.8 | Very good (8) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 1100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29164 BRKEY
28774 NBI No.
28774 On Under
1 Structure No.
3616 1832 X Control No.
016 Lane Ind.
Milepoint
18320 Facility Carried
U.S. 177 Feature Intersected
EAST BRANCH DRY CREEK Division
04 County
071 Location
9.3N OF JCT S.H. 11 Sufficiency
98.8 Kind Hwy
2 Level Service
1 Route No.
00177 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
07 - Major Collector (Rural) Year Built
2010 ADT Total
1100 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
180.502 Deck Width
42.169 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
7 Super Rating
8 Sub Rating
8 Chan. Rating
7 Culv. Rating
N Structure Rating
8 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
59 HS Inv. Rating Method
3 HS Inv. Method
37 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1760 Future ADT Year
2042 Bypass Detour
14.299964 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
28774 ODOT County
36 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-60ft. PC BEAM SPANS X 40ft. CLR.RDY W/ TR-4 RAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
97.5571 Latitude
36:56:21.23 Longitude
-97:20:27.12 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 177 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
28774 Vault Link
http://plansrv1/bridgemaintvault/b28774 GIS FO/SD
Meets Standards H Inv. Method
36 Latitude DD
36.93923056 Longitude DD
-97.34086667 ODOT County Number
36 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
29164 x
-10835935.7110803 y
4430639.69258629 |
|||||||||||||||||||||||||||||||||||||
| 28773 | 2314R0072 X | 28773 | — | U.S. 283 | CREEK | 3-10ft. X 10ft. X 120ft. RCB | 1901 | 36.446667 | -99.883333 | 32.001 | -1 | — | 3 | 0 | -1 | -1 | 1 - Concrete | Culvert (19) | M | _ | _ | -1 | _ | _ | _ | _ | _ | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 720 | 2005 | 5 | Unmatched | |
|
Raw data
OBJECTID
29163 BRKEY
28773 NBI No.
28773 On Under
1 Structure No.
2314R0072 X Control No.
014 Lane Ind.
Milepoint
00720 Facility Carried
U.S. 283 Feature Intersected
CREEK Division
06 County
045 Location
.7N OF S.H. 15 Sufficiency
-1 Kind Hwy
2 Level Service
1 Route No.
00283 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
-1 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
1901 ADT Total
720 ADT Year
2005 Design Load
Other or Unknown Skew
0 No. Main Spans
3 Road Width
-1 Ref. Underclearance Rt.
_ Underclearance Right
-1 Underclearance Left
-1 Deck Structure Type
_ No. Lanes
-1 Fill RCB
Appr. Roadway Width
-1 Span Type Main
M Material
1 - Concrete Design
19 Length
32.001 Deck Width
-1 Bridge Open Closed
_ TSF Rail
_ TSF Transition
_ TSF Appr. Guardrail
_ TSF Appr. Guardrail Ends
_ Appr. Roadway Cond.
9 Deck Rating
_ Super Rating
_ Sub Rating
_ Chan. Rating
_ Culv. Rating
_ Structure Rating
_ Deck Geometry
_ Underclearance
_ Bridge Posting
_ Waterway Adequacy
_ Approach Alignment
_ HS Operating Rating Method
_ HS Operating Rating
0 HS Inv. Rating Method
_ HS Inv. Method
0 H Operating Rating
_ H Inv. Rating Method
_ Future ADT
1152 Future ADT Year
2025 Bypass Detour
0 School Bus Rte.
Posted Weight
-1 Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
28773 ODOT County
23 Nav. Control
_ Nav. HC
-1 Lft. Br. Nav. Cl.
0 Nav. VC
-1 Bridge Med.
0 DK Memb. Type
_ DK Protect.
_ DK Surf. Type
_ Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft. X 10ft. X 120ft. RCB Route Flag
P Status Flag
V On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
-1 Latitude
36:26:48 Longitude
-99:53:00 I257A
_ I257B
_ I257C
_ I257D
_ I257E
_ I263
_ Roadway Name
Scour
_ Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
28773 Vault Link
http://plansrv1/bridgemaintvault/b28773 GIS FO/SD
Meets Standards H Inv. Method
-1 Latitude DD
36.446667 Longitude DD
-99.883333 ODOT County Number
23 Maint. Dist.
6 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
29163 x
-11118961.768295 y
4362257.40572672 |
|||||||||||||||||||||||||||||||||||||
| 28772 | 2314 0058 X | 28772 | — | U.S. 283 | TWENTYFIVE MILE CREEK | -1 | 40ft. - 70ft. - 40ft. PC BEAM SPANS W/ 40ft. CLR.RDY. | 2009 | 36.44342222 | -99.88339444 | 150 | 42.402 | — | 3 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 96.5 | Very good (8) | Satisfactory (6) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 810 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29162 BRKEY
28772 NBI No.
28772 On Under
1 Structure No.
2314 0058 X Control No.
014 Lane Ind.
Milepoint
00580 Facility Carried
U.S. 283 Feature Intersected
TWENTYFIVE MILE CREEK Division
06 County
045 Location
.5N OF S.H. 15 Sufficiency
96.5 Kind Hwy
2 Level Service
1 Route No.
00283 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
2009 ADT Total
810 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
41.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
150 Deck Width
42.402 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
6 Super Rating
8 Sub Rating
8 Chan. Rating
7 Culv. Rating
N Structure Rating
8 Deck Geometry
8 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
64 HS Inv. Rating Method
3 HS Inv. Method
39 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1296 Future ADT Year
2042 Bypass Detour
50.999873 School Bus Rte.
0 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
28772 ODOT County
23 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
40ft. - 70ft. - 40ft. PC BEAM SPANS W/ 40ft. CLR.RDY. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
88.7693 Latitude
36:26:36.32 Longitude
-99:53:00.22 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 283 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
28772 Vault Link
http://plansrv1/bridgemaintvault/b28772 GIS FO/SD
Meets Standards H Inv. Method
38 Latitude DD
36.44342222 Longitude DD
-99.88339444 ODOT County Number
23 Maint. Dist.
6 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
29162 x
-11118968.6077645 y
4361808.38145228 |
|||||||||||||||||||||||||||||||||||||
| 28677 | 6817 0332 X | 28677 | — | S.H. 101 | LITTLE SALLISAW CREEK | -1 | (3) 30ft. CONCRETE SLAB | 2008 | 35.507017 | -94.713261 | 90 | 42.2 | — | 3 | 0 | 2 | 40 | 5 - Prestressed Concrete | Slab (01) | M | Concrete precast panels (2) | Open, no restriction (A) | 93.1 | Good (7) | Good (7) | Good (7) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29161 BRKEY
28677 NBI No.
28677 On Under
1 Structure No.
6817 0332 X Control No.
017 Lane Ind.
Milepoint
03320 Facility Carried
S.H. 101 Feature Intersected
LITTLE SALLISAW CREEK Division
01 County
135 Location
3.32 E JCT US-59 Sufficiency
93.1 Kind Hwy
3 Level Service
1 Route No.
00101 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2008 ADT Total
1000 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
2 No. Lanes
2 Fill RCB
Appr. Roadway Width
42 Span Type Main
M Material
5 - Prestressed Concrete Design
01 Length
90 Deck Width
42.2 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
8 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
8 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
65.7 HS Inv. Rating Method
1 HS Inv. Method
50.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1600 Future ADT Year
2042 Bypass Detour
24 School Bus Rte.
0 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
28677 ODOT County
68 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
0 Lft. Curb SW
0 Rt. Curb SW
0 Description
(3) 30ft. CONCRETE SLAB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
98.5131 Latitude
35:30:25.26 Longitude
-94:42:47.74 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 101 Scour
8 Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
17-0332 NBI Text
28677 Vault Link
http://plansrv1/bridgemaintvault/b28677 GIS FO/SD
Meets Standards H Inv. Method
50.4 Latitude DD
35.507017 Longitude DD
-94.713261 ODOT County Number
68 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
29161 x
-10543431.9858904 y
4232997.98592066 |
|||||||||||||||||||||||||||||||||||||
| 28676 | 6817 0345 X | 28676 | — | S.H. 101 | LITTLE SALLISAW TRIB. | -1 | (2) 30ft. CONCRETE SLAB | 2008 | 35.506978 | -94.710967 | 90 | 42.2 | — | 2 | 0 | 2 | 40 | 5 - Prestressed Concrete | Slab (01) | M | Concrete precast panels (2) | Open, no restriction (A) | 93.1 | Good (7) | Good (7) | Good (7) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29160 BRKEY
28676 NBI No.
28676 On Under
1 Structure No.
6817 0345 X Control No.
017 Lane Ind.
Milepoint
03450 Facility Carried
S.H. 101 Feature Intersected
LITTLE SALLISAW TRIB. Division
01 County
135 Location
3.45 E JCT US-59 Sufficiency
93.1 Kind Hwy
3 Level Service
1 Route No.
00101 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2008 ADT Total
1000 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
2 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
2 No. Lanes
2 Fill RCB
Appr. Roadway Width
42 Span Type Main
M Material
5 - Prestressed Concrete Design
01 Length
90 Deck Width
42.2 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
8 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
8 Underclearance
N Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
65.7 HS Inv. Rating Method
1 HS Inv. Method
50.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1600 Future ADT Year
2042 Bypass Detour
24 School Bus Rte.
0 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
28676 ODOT County
68 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
0 Lft. Curb SW
0 Rt. Curb SW
0 Description
(2) 30ft. CONCRETE SLAB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
98.6202 Latitude
35:30:25.12 Longitude
-94:42:39.48 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 101 Scour
8 Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
17-0345 NBI Text
28676 Vault Link
http://plansrv1/bridgemaintvault/b28676 GIS FO/SD
Meets Standards H Inv. Method
50.4 Latitude DD
35.506978 Longitude DD
-94.710967 ODOT County Number
68 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
29160 x
-10543176.6189785 y
4232992.65272369 |
|||||||||||||||||||||||||||||||||||||
| 28674 | 1124 1123 X | 28674 | — | S.H. 82 | BLACK BIRD CREEK | -1 | 70ft.-80ft.-45ft. PRESTRESS W/40ft. RDWY. | 2009 | 36.028075 | -95.04863611 | 195.499 | 42.201 | — | 3 | 0 | 2 | 40.33 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94.4 | Good (7) | Satisfactory (6) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 3600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29158 BRKEY
28674 NBI No.
28674 On Under
1 Structure No.
1124 1123 X Control No.
024 Lane Ind.
Milepoint
11230 Facility Carried
S.H. 82 Feature Intersected
BLACK BIRD CREEK Division
01 County
021 Location
11.2 MI. N OF U.S. 62 Sufficiency
94.4 Kind Hwy
3 Level Service
1 Route No.
00082 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2009 ADT Total
3600 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
40.33 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
195.499 Deck Width
42.201 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
8 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
57 HS Inv. Rating Method
1 HS Inv. Method
34 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
5760 Future ADT Year
2042 Bypass Detour
18.000001 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
28674 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
70ft.-80ft.-45ft. PRESTRESS W/40ft. RDWY. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.4898 Latitude
36:01:41.07 Longitude
-95:02:55.09 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 82 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
28674 Vault Link
http://plansrv1/bridgemaintvault/b28674 GIS FO/SD
Meets Standards H Inv. Method
27 Latitude DD
36.028075 Longitude DD
-95.04863611 ODOT County Number
11 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
29158 x
-10580765.7723604 y
4304485.13670667 |
|||||||||||||||||||||||||||||||||||||
| 28673 | 3118 0341 X | 28673 | — | S.H. 71 | EMACHAYA CREEK | -1 | (3) 12ft. X 6ft. X 87ft. LONG RCB | 2008 | 35.205997 | -95.38 | 40 | 87.001 | — | 3 | 0 | 2 | 85 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 96.8 | 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 | 1600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29157 BRKEY
28673 NBI No.
28673 On Under
1 Structure No.
3118 0341 X Control No.
018 Lane Ind.
Milepoint
03410 Facility Carried
S.H. 71 Feature Intersected
EMACHAYA CREEK Division
01 County
061 Location
1.7 S JCT SH-9 Sufficiency
96.8 Kind Hwy
3 Level Service
1 Route No.
00071 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2008 ADT Total
1600 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
85 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
40 Deck Width
87.001 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
5 Culv. Rating
6 Structure Rating
6 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
43.1 HS Inv. Rating Method
3 HS Inv. Method
36 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
2560 Future ADT Year
2042 Bypass Detour
26.700001 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
28673 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) 12ft. X 6ft. X 87ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
98.7358 Latitude
35:12:21.59 Longitude
-95:22:48 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 71 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
18-0341 NBI Text
28673 Vault Link
http://plansrv1/bridgemaintvault/b28673 GIS FO/SD
Meets Standards H Inv. Method
36 Latitude DD
35.205997 Longitude DD
-95.38 ODOT County Number
31 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
29157 x
-10617653.0318624 y
4191910.67058198 |
|||||||||||||||||||||||||||||||||||||
| 28672 | 6606 1465 X | 28672 | — | U.S. 169 | N. FORK TALALA CREEK | -1 | 60ft.-80ft.-60ft.PC BEAM W/40ft.CL.RDWY.TR-4RAIL | 2011 | 36.56333333 | -95.68416667 | 200 | 42.999 | — | 3 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 82.7 | Very good (8) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 6400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29156 BRKEY
28672 NBI No.
28672 On Under
1 Structure No.
6606 1465 X Control No.
006 Lane Ind.
Milepoint
14650 Facility Carried
U.S. 169 Feature Intersected
N. FORK TALALA CREEK Division
08 County
131 Location
2.7MI.S.NOWATA CO.C/L Sufficiency
82.7 Kind Hwy
2 Level Service
1 Route No.
00169 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
02 - Principal Arterial Other (Rural) Year Built
2011 ADT Total
6400 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
200 Deck Width
42.999 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
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
56 HS Inv. Rating Method
3 HS Inv. Method
40.4 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
10240 Future ADT Year
2042 Bypass Detour
70.000001 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
28672 ODOT County
66 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
60ft.-80ft.-60ft.PC BEAM W/40ft.CL.RDWY.TR-4RAIL Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.8496 Latitude
36:33:48 Longitude
-95:41:03 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 169 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
28672 Vault Link
http://plansrv1/bridgemaintvault/b28672 GIS FO/SD
Meets Standards H Inv. Method
40.3 Latitude DD
36.56333333 Longitude DD
-95.68416667 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
29156 x
-10651512.7106831 y
4378414.61051373 |
|||||||||||||||||||||||||||||||||||||
| 28579 | 5507 0752 X | 28579 | — | I-235 NB | I-44 UNDER | 5507 0752X | 35ft.,42ft.,2-56ft.,42ft.,35ft. I-BM. SPANS | 1962 | 35.529206 | -97.513931 | 267.5 | 41.398 | — | 6 | 12 | 3 | 38.501 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 46.5 | Poor (4) | Satisfactory (6) | Fair (5) | Poor (4) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 43900 | 2019 | 5 | Unmatched |
|
Raw data
OBJECTID
29150 BRKEY
28579 NBI No.
28579 On Under
1 Structure No.
5507 0752 X Control No.
Lane Ind.
Milepoint
Facility Carried
I-235 NB Feature Intersected
I-44 UNDER Division
04 County
109 Location
7.5 MI N&E OF JCT I 40 Sufficiency
46.5 Kind Hwy
1 Level Service
1 Route No.
00235 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
38.501 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
1962 ADT Total
43900 ADT Year
2019 Design Load
HS 20 Skew
12 No. Main Spans
6 Road Width
38.501 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
3.799 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
38.501 Span Type Main
M Material
3 - Steel Design
02 Length
267.5 Deck Width
41.398 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
6 Super Rating
5 Sub Rating
4 Chan. Rating
N Culv. Rating
N Structure Rating
4 Deck Geometry
2 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
56.71 HS Inv. Rating Method
1 HS Inv. Method
33.96 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
70240 Future ADT Year
2039 Bypass Detour
0.099997 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
50 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1606 Max Measured Clearance
1702 Min Measured Clearance
1608 NBI Rating
28579 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
35ft.,42ft.,2-56ft.,42ft.,35ft. I-BM. SPANS Route Flag
Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
5507 0752X H Index
76.0205 Latitude
35:31:45.14 Longitude
-97:30:50.15 I257A
1 I257B
1 I257C
0 I257D
1 I257E
0 I263
2 Roadway Name
I-235 NB Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete and Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
28579 Vault Link
http://plansrv1/bridgemaintvault/b28579 GIS FO/SD
FOSD H Inv. Method
24.1 Latitude DD
35.529206 Longitude DD
-97.513931 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
29150 x
-10855201.1441704 y
4236032.72158918 |
|||||||||||||||||||||||||||||||||||||
| 28771 | 2312 1123 X | 28771 | — | U.S. 283 | WOLF CREEK | -1 | 8X100ft. PC BEAM SPANS W/ 40ft. CLR.RDY. | 2010 | 36.30094722 | -99.88278056 | 801.699 | 42.201 | — | 8 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 93.1 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 1700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29143 BRKEY
28771 NBI No.
28771 On Under
1 Structure No.
2312 1123 X Control No.
012 Lane Ind.
Milepoint
11230 Facility Carried
U.S. 283 Feature Intersected
WOLF CREEK Division
06 County
045 Location
1.9N OF S.H. 15 Sufficiency
93.1 Kind Hwy
2 Level Service
1 Route No.
00283 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
2010 ADT Total
1700 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
8 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
801.699 Deck Width
42.201 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
76 HS Inv. Rating Method
3 HS Inv. Method
40 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
2720 Future ADT Year
2042 Bypass Detour
50.999873 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
28771 ODOT County
23 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
8X100ft. PC BEAM SPANS W/ 40ft. CLR.RDY. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.2932 Latitude
36:18:03.41 Longitude
-99:52:58.01 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 283 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
28771 Vault Link
http://plansrv1/bridgemaintvault/b28771 GIS FO/SD
Meets Standards H Inv. Method
39 Latitude DD
36.30094722 Longitude DD
-99.88278056 ODOT County Number
23 Maint. Dist.
6 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
29143 x
-11118900.2709555 y
4342110.65207395 |
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| 28770 | 3506 0250 X | 28770 | — | S.H. 7 | BLUE RIVER | -1 | 80ft. - 125ft. - 80ft. PC BEAM SPANS, 40ft. CLR.RDY. W/ TR-4 CONCRETE RAIL | 2009 | 34.36123333 | -96.59055833 | 285.499 | 40 | — | 3 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94.5 | Good (7) | Good (7) | Excellent (9) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 980 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29142 BRKEY
28770 NBI No.
28770 On Under
1 Structure No.
3506 0250 X Control No.
006 Lane Ind.
Milepoint
02500 Facility Carried
S.H. 7 Feature Intersected
BLUE RIVER Division
03 County
069 Location
2.5E OF S.H. 99 Sufficiency
94.5 Kind Hwy
3 Level Service
1 Route No.
00007 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2009 ADT Total
980 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
285.499 Deck Width
40 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
9 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
8 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
63 HS Inv. Rating Method
3 HS Inv. Method
34 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1568 Future ADT Year
2042 Bypass Detour
57.199856 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
28770 ODOT County
35 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
80ft. - 125ft. - 80ft. PC BEAM SPANS, 40ft. CLR.RDY. W/ TR-4 CONCRETE RAIL Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.8205 Latitude
34:21:40.44 Longitude
-96:35:26.01 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 7 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
28770 Vault Link
http://plansrv1/bridgemaintvault/b28770 GIS FO/SD
Meets Standards H Inv. Method
33 Latitude DD
34.36123333 Longitude DD
-96.59055833 ODOT County Number
35 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
29142 x
-10752411.7687336 y
4077410.58834593 |
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| 28769 | 4902 0930WX | 28769 | — | U.S. 69 SB | CHOUTEAU CREEK | -1 | 60ft. - 80ft. - 60ft. TYPE 111 AND TYPE IV PC BEAM SPANS W/ 38ft. CLR.RDY. | 2008 | 36.20671111 | -95.34107778 | 201.001 | 40 | — | 3 | 0 | 2 | 37.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 100 | Very good (8) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 7000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29141 BRKEY
28769 NBI No.
28769 On Under
1 Structure No.
4902 0930WX Control No.
002 Lane Ind.
W Milepoint
09300 Facility Carried
U.S. 69 SB Feature Intersected
CHOUTEAU CREEK Division
08 County
097 Location
9.4N OF WAGONER C/L Sufficiency
100 Kind Hwy
2 Level Service
1 Route No.
00069 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
37.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
2008 ADT Total
7000 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
201.001 Deck Width
40 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
69 HS Inv. Rating Method
3 HS Inv. Method
44 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
11200 Future ADT Year
2042 Bypass Detour
0.1 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
28769 ODOT County
49 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
60ft. - 80ft. - 60ft. TYPE 111 AND TYPE IV PC BEAM SPANS W/ 38ft. CLR.RDY. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.976 Latitude
36:12:24.16 Longitude
-95:20:27.88 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 69 SB 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
28769 Vault Link
http://plansrv1/bridgemaintvault/b28769 GIS FO/SD
Meets Standards H Inv. Method
43 Latitude DD
36.20671111 Longitude DD
-95.34107778 ODOT County Number
49 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
29141 x
-10613320.2301515 y
4329101.90691909 |
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| 28768 | 1002 0147 X | 28768 | — | U.S. 70 | CREEK | -1 | 2-12ft. X 8ft. (INLET) & 2-12ft. X 10ft. (OUTLET) RCB X 84ft. CLR.RDY. | 2009 | 34.17260278 | -97.53687222 | 25 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 93.6 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 3400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29140 BRKEY
28768 NBI No.
28768 On Under
1 Structure No.
1002 0147 X Control No.
002 Lane Ind.
Milepoint
01470 Facility Carried
U.S. 70 Feature Intersected
CREEK Division
07 County
019 Location
1.6E OF JEFFERSON C/L Sufficiency
93.6 Kind Hwy
2 Level Service
1 Route No.
00070 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
2009 ADT Total
3400 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
4 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
25 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
8 Structure Rating
8 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
43.1 HS Inv. Rating Method
3 HS Inv. Method
36.046 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
5440 Future ADT Year
2042 Bypass Detour
24.899936 School Bus Rte.
0 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
28768 ODOT County
10 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
0 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-12ft. X 8ft. (INLET) & 2-12ft. X 10ft. (OUTLET) RCB X 84ft. CLR.RDY. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
34:10:21.37 Longitude
-97:32:12.74 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 70 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
001 NBI Text
28768 Vault Link
http://plansrv1/bridgemaintvault/b28768 GIS FO/SD
Meets Standards H Inv. Method
36.046 Latitude DD
34.17260278 Longitude DD
-97.53687222 ODOT County Number
10 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
29140 x
-10857754.949099 y
4052001.97606967 |
|||||||||||||||||||||||||||||||||||||
| 28767 | 1002 0177 X | 28767 | — | U.S. 70 | RED OAK CREEK | -1 | 50ft.-60ft.-50ft. PC BEAM SPANS W/ 40ft. CLR.RDY., TR4 RAIL | 2009 | 34.172669 | -97.531806 | 166.001 | 42.201 | — | 3 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 93.6 | Very good (8) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 3400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29139 BRKEY
28767 NBI No.
28767 On Under
1 Structure No.
1002 0177 X Control No.
002 Lane Ind.
Milepoint
01770 Facility Carried
U.S. 70 Feature Intersected
RED OAK CREEK Division
07 County
019 Location
1.8E OF JEFFERSON C/L Sufficiency
93.6 Kind Hwy
2 Level Service
1 Route No.
00070 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
2009 ADT Total
3400 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
166.001 Deck Width
42.201 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
60 HS Inv. Rating Method
3 HS Inv. Method
40 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
5440 Future ADT Year
2042 Bypass Detour
24.899936 School Bus Rte.
0 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
28767 ODOT County
10 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
0 Lft. Curb SW
0 Rt. Curb SW
0 Description
50ft.-60ft.-50ft. PC BEAM SPANS W/ 40ft. CLR.RDY., TR4 RAIL Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.8625 Latitude
34:10:21.61 Longitude
-97:31:54.5 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 70 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
002 NBI Text
28767 Vault Link
http://plansrv1/bridgemaintvault/b28767 GIS FO/SD
Meets Standards H Inv. Method
39 Latitude DD
34.172669 Longitude DD
-97.531806 ODOT County Number
10 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
29139 x
-10857190.9800683 y
4052010.88594607 |
|||||||||||||||||||||||||||||||||||||
| 28671 | 6606 1421 X | 28671 | — | U.S. 169 | S. FORK TALALA CREEK | -1 | 3-80ft. TYPE IV P.C BM.40ft.CL.RDWY.W/TR-4RAIL | 2011 | 36.5575 | -95.68833333 | 243.501 | 42.999 | — | 3 | 25 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.5 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 6400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29138 BRKEY
28671 NBI No.
28671 On Under
1 Structure No.
6606 1421 X Control No.
006 Lane Ind.
Milepoint
14210 Facility Carried
U.S. 169 Feature Intersected
S. FORK TALALA CREEK Division
08 County
131 Location
3.1MI.S.NOWATA C/L Sufficiency
97.5 Kind Hwy
2 Level Service
1 Route No.
00169 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
02 - Principal Arterial Other (Rural) Year Built
2011 ADT Total
6400 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
25 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
243.501 Deck Width
42.999 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
8 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
61.1 HS Inv. Rating Method
3 HS Inv. Method
42.8 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
10240 Future ADT Year
2042 Bypass Detour
3.1 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
28671 ODOT County
66 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-80ft. TYPE IV P.C BM.40ft.CL.RDWY.W/TR-4RAIL Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
36:33:27 Longitude
-95:41:18 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 169 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
28671 Vault Link
http://plansrv1/bridgemaintvault/b28671 GIS FO/SD
Meets Standards H Inv. Method
42.7 Latitude DD
36.5575 Longitude DD
-95.68833333 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
29138 x
-10651976.5411526 y
4377606.16961924 |
|||||||||||||||||||||||||||||||||||||
| 28670 | 4210 0638 X | 28670 | — | S.H. 51 | OTTER CREEK | -1 | 80-100-80 TYPE IV P.C BEAM W/ TR-4 RAILING | 2009 | 36.11573889 | -97.56108611 | 260.499 | 42.169 | — | 3 | 0 | 2 | 42.001 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94.9 | Good (7) | Good (7) | Excellent (9) | Good (7) | 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
29137 BRKEY
28670 NBI No.
28670 On Under
1 Structure No.
4210 0638 X Control No.
010 Lane Ind.
Milepoint
06380 Facility Carried
S.H. 51 Feature Intersected
OTTER CREEK Division
04 County
083 Location
6.4M E OF KINGFISHER C/L Sufficiency
94.9 Kind Hwy
3 Level Service
1 Route No.
00051 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40.01 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
2009 ADT Total
1500 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
42.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40.01 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
260.499 Deck Width
42.169 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
9 Sub Rating
7 Chan. Rating
6 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
63 HS Inv. Rating Method
3 HS Inv. Method
34 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
2400 Future ADT Year
2042 Bypass Detour
37.899999 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
28670 ODOT County
42 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
80-100-80 TYPE IV P.C BEAM W/ TR-4 RAILING Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
97.3142 Latitude
36:06:56.66 Longitude
-97:33:39.91 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
NBI Text
28670 Vault Link
http://plansrv1/bridgemaintvault/b28670 GIS FO/SD
Meets Standards H Inv. Method
33 Latitude DD
36.11573889 Longitude DD
-97.56108611 ODOT County Number
42 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
29137 x
-10860450.4270039 y
4316558.5735141 |
|||||||||||||||||||||||||||||||||||||
| 28669 | 6820 0473 X | 28669 | — | S.H. 141 | COOK CREEK | -1 | (3) 10ft. X 5ft. X 67.5ft. LONG RCB SK 30° | 2009 | 35.38354722 | -94.72571944 | 34 | 0 | — | 3 | 30 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 97.5 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 980 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29136 BRKEY
28669 NBI No.
28669 On Under
1 Structure No.
6820 0473 X Control No.
020 Lane Ind.
Milepoint
04730 Facility Carried
S.H. 141 Feature Intersected
COOK CREEK Division
01 County
135 Location
3.5 S & W JCT US-64 Sufficiency
97.5 Kind Hwy
3 Level Service
1 Route No.
00141 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
32 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2009 ADT Total
980 ADT Year
2022 Design Load
NO VALUE GIVEN 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
3 Appr. Roadway Width
30 Span Type Main
M Material
1 - Concrete Design
19 Length
34 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
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
5 HS Operating Rating Method
3 HS Operating Rating
43.1 HS Inv. Rating Method
3 HS Inv. Method
36 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1568 Future ADT Year
2042 Bypass Detour
20 School Bus Rte.
0 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
28669 ODOT County
68 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(3) 10ft. X 5ft. X 67.5ft. LONG RCB SK 30° Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
96.9112 Latitude
35:23:00.77 Longitude
-94:43:32.59 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 141 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
20-0473 NBI Text
28669 Vault Link
http://plansrv1/bridgemaintvault/b28669 GIS FO/SD
Meets Standards H Inv. Method
36 Latitude DD
35.38354722 Longitude DD
-94.72571944 ODOT County Number
68 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
29136 x
-10544818.8530873 y
4216126.61091877 |
|||||||||||||||||||||||||||||||||||||
| 28578 | 5507 0382NX | 28578 | — | I-44 WB | DREXEL BLVD UNDER | 5507 0382 X | 82ft. PLATE GIRDER SPAN SK. 84 DEG.09ft. | 1973 | 35.511719 | -97.570239 | 82.812 | 71.001 | — | 1 | 6 | 4 | 68.002 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 83.6 | Fair (5) | Fair (5) | Good (7) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 44050 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29132 BRKEY
28578 NBI No.
28578 On Under
1 Structure No.
5507 0382NX Control No.
007 Lane Ind.
N Milepoint
03820 Facility Carried
I-44 WB Feature Intersected
DREXEL BLVD UNDER Division
04 County
109 Location
3.8 MI N I-40 Sufficiency
83.6 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
48.002 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
1973 ADT Total
44050 ADT Year
2022 Design Load
HS 20 Skew
6 No. Main Spans
1 Road Width
68.002 Ref. Underclearance Rt.
H Underclearance Right
5 Underclearance Left
0 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
68.002 Span Type Main
M Material
3 - Steel Design
02 Length
82.812 Deck Width
71.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
7 Sub Rating
5 Chan. Rating
N Culv. Rating
N Structure Rating
5 Deck Geometry
6 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
63 HS Inv. Rating Method
1 HS Inv. Method
37 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
70480 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
60 Narrow or 1 Lane
N Advanced Warning Sign
Y Existing Posting
1402 Max Measured Clearance
1407 Min Measured Clearance
1407 NBI Rating
28578 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.
9 DK Surf. Type
4 Lft. Curb SW
0 Rt. Curb SW
0 Description
82ft. PLATE GIRDER SPAN SK. 84 DEG.09ft. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5507 0382 X H Index
83.6167 Latitude
35:30:42.19 Longitude
-97:34:12.86 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-44 WB Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
28578 Vault Link
http://plansrv1/bridgemaintvault/b28578 GIS FO/SD
Meets Standards H Inv. Method
26 Latitude DD
35.511719 Longitude DD
-97.570239 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
29132 x
-10861469.322058 y
4233640.99700785 |
|||||||||||||||||||||||||||||||||||||
| 28577 | 5507 0569EXR | 28577 | — | I-44 EB RAMP | DEEP FORK CREEK | 5507 0570SX | 4 - 40ft. CONT. PLATE GIRDER SPANS | 1978 | 35.52100556 | -97.54203056 | 163 | 25 | — | 4 | 99 | 1 | 22 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 85.2 | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | A | 39200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
29131 BRKEY
28577 NBI No.
28577 On Under
1 Structure No.
5507 0569EXR Control No.
007 Lane Ind.
E Milepoint
05690 Facility Carried
I-44 EB RAMP Feature Intersected
DEEP FORK CREEK Division
04 County
109 Location
5.6N OF I-40(BELLE ISLE Sufficiency
85.2 Kind Hwy
8 Level Service
7 Route No.
00044 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
22 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
1978 ADT Total
39200 ADT Year
2022 Design Load
HS 20 Skew
99 No. Main Spans
4 Road Width
22 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
1 Fill RCB
Appr. Roadway Width
22 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
163 Deck Width
25 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
6 Super Rating
6 Sub Rating
6 Chan. Rating
8 Culv. Rating
N Structure Rating
6 Deck Geometry
6 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
62720 Future ADT Year
2042 Bypass Detour
5 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
25 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
28577 ODOT County
55 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
4 Lft. Curb SW
0 Rt. Curb SW
0 Description
4 - 40ft. CONT. PLATE GIRDER SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
R Alt. Structure Name
5507 0570SX H Index
92.7391 Latitude
35:31:15.62 Longitude
-97:32:31.31 I257A
1 I257B
0 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-44 EB RAMP Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
7 - Ramp, Wye, Connector, etc. Historical Significance
5 Local Bridge ID
-1 NBI Text
28577 Vault Link
http://plansrv1/bridgemaintvault/b28577 GIS FO/SD
Meets Standards H Inv. Method
35.7 Latitude DD
35.52100556 Longitude DD
-97.54203056 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
29131 x
-10858329.1728811 y
4234911.06958793 |