ODOT On System Bridges NBI
Oklahoma Department of Transportation (ArcGIS / NBI)
National Bridge Inventory data published by the Oklahoma Department of Transportation, exported from their public ArcGIS service. Cross-referenced against existing bridges by structure number / NBI number.
| Match | |||||||||||||||||||||||||||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 26054 | 6028 0801 X | 26054 | — | S.H. 108 | SLWC R.R. UNDER | 6028 0801 X | (51.8ft.-105ft.-51.8ft.) P.C. BM. SPANS SK.40 DEG. RF W/ SLOPED-FACE PARAPET | 2001 | 36.23340278 | -96.92613333 | 208.514 | 43.399 | — | 3 | 40 | 2 | 39.997 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.1 | 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 | 1500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25742 BRKEY
26054 NBI No.
26054 On Under
1 Structure No.
6028 0801 X Control No.
028 Lane Ind.
Milepoint
08010 Facility Carried
S.H. 108 Feature Intersected
SLWC R.R. UNDER Division
04 County
119 Location
8.2 MI N JCT SH 51 Sufficiency
97.1 Kind Hwy
3 Level Service
1 Route No.
00108 Service Type On
1 Service Type Off
2 Vertical Clearance
N Horizontal Clearance
39.997 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
2001 ADT Total
1500 ADT Year
2022 Design Load
HS 20 Skew
40 No. Main Spans
3 Road Width
39.997 Ref. Underclearance Rt.
R Underclearance Right
12.201 Underclearance Left
13.301 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
39.997 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
208.514 Deck Width
43.399 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
66 HS Inv. Rating Method
3 HS Inv. Method
49.8 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
2400 Future ADT Year
2042 Bypass Detour
16.777022 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
35 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
2401 Max Measured Clearance
2404 Min Measured Clearance
2404 NBI Rating
26054 ODOT County
60 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
(51.8ft.-105ft.-51.8ft.) P.C. BM. SPANS SK.40 DEG. RF W/ SLOPED-FACE PARAPET Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
6028 0801 X H Index
97.1249 Latitude
36:14:00.25 Longitude
-96:55:34.08 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 108 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
26054 Vault Link
http://plansrv1/bridgemaintvault/b26054 GIS FO/SD
Meets Standards H Inv. Method
49.7 Latitude DD
36.23340278 Longitude DD
-96.92613333 ODOT County Number
60 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
25742 x
-10789767.8068565 y
4332784.94406938 |
|||||||||||||||||||||||||||||||||||||
| 25962 | 4458T0435 X | 25962 | — | BAILEY NORMAN SPUR | N. FK WALNUT CR TRIB. | 4458T0820 X | 13ft.-17ft.-13ft.X6ft.X184ft. R.C.B. | 2000 | 35.18383889 | -97.61007222 | 52.001 | 186.001 | — | 3 | 30 | 4 | 183.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 95.7 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 02 - Principal Arterial Other (Rural) | W | 5400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25735 BRKEY
25962 NBI No.
25962 On Under
1 Structure No.
4458T0435 X Control No.
058 Lane Ind.
Milepoint
04350 Facility Carried
BAILEY NORMAN SPUR Feature Intersected
N. FK WALNUT CR TRIB. Division
03 County
087 Location
MP 8.206 Sufficiency
95.7 Kind Hwy
8 Level Service
4 Route No.
00152 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
76.001 Bridge System
W Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
2000 ADT Total
5400 ADT Year
2022 Design Load
H 15 Skew
30 No. Main Spans
3 Road Width
183.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
4 Fill RCB
02 Appr. Roadway Width
76.001 Span Type Main
M Material
1 - Concrete Design
19 Length
52.001 Deck Width
186.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
8 Structure Rating
8 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
0 HS Operating Rating
60.1 HS Inv. Rating Method
0 HS Inv. Method
36 H Operating Rating
0 H Inv. Rating Method
0 Future ADT
8640 Future ADT Year
2042 Bypass Detour
3.106856 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
25962 ODOT County
44 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
13ft.-17ft.-13ft.X6ft.X184ft. R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4458T0820 X H Index
100 Latitude
35:11:01.82 Longitude
-97:36:36.26 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
BAILEY NORMAN SPUR Scour
7 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
4 - Spur Historical Significance
5 Local Bridge ID
08.20 NBI Text
25962 Vault Link
http://plansrv1/bridgemaintvault/b25962 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
35.18383889 Longitude DD
-97.61007222 ODOT County Number
44 Maint. Dist.
3 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
25735 x
-10865903.5358251 y
4188892.26437246 |
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| 25961 | 4402 0600WX | 25961 | — | U.S. 62 | BAILEY SPUR/ S.H. 9 UND | 4402 0600WX | 2-130ft. PC BEAM SPANS | 2000 | 35.18347778 | -97.59992778 | 260 | 52.986 | — | 2 | 0 | 3 | 49.213 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 100 | Good (7) | Satisfactory (6) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 16 - Minor Arterial (Urban) | C | 6000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25734 BRKEY
25961 NBI No.
25961 On Under
1 Structure No.
4402 0600WX Control No.
002 Lane Ind.
W Milepoint
06000 Facility Carried
U.S. 62 Feature Intersected
BAILEY SPUR/ S.H. 9 UND Division
03 County
087 Location
7.8 MI. N-E SH 74B Sufficiency
100 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
50 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
16 - Minor Arterial (Urban) Year Built
2000 ADT Total
6000 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
49.213 Ref. Underclearance Rt.
H Underclearance Right
30 Underclearance Left
22.999 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
50 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
260 Deck Width
52.986 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
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
8 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
9 HS Operating Rating Method
1 HS Operating Rating
94 HS Inv. Rating Method
1 HS Inv. Method
56 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
9600 Future ADT Year
2042 Bypass Detour
0.099997 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1802 Max Measured Clearance
1805 Min Measured Clearance
1805 NBI Rating
25961 ODOT County
44 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-130ft. PC BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4402 0600WX H Index
88.4917 Latitude
35:11:00.52 Longitude
-97:35:59.74 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
2 Roadway Name
U.S. 62 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
07.82W NBI Text
25961 Vault Link
http://plansrv1/bridgemaintvault/b25961 GIS FO/SD
Meets Standards H Inv. Method
35 Latitude DD
35.18347778 Longitude DD
-97.59992778 ODOT County Number
44 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
25734 x
-10864774.2619299 y
4188843.08032101 |
|||||||||||||||||||||||||||||||||||||
| 25960 | 4402 0600EX | 25960 | — | U.S. 62 | BAILEY SPUR/ S.H. 9 UND | 4402 0600EX | 2- 130ft. PC BEAM SPAN | 2000 | 35.18346111 | -97.59965556 | 260 | 52.986 | — | 2 | 0 | 3 | 50 | 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) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 16 - Minor Arterial (Urban) | C | 6000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25733 BRKEY
25960 NBI No.
25960 On Under
1 Structure No.
4402 0600EX Control No.
002 Lane Ind.
E Milepoint
06000 Facility Carried
U.S. 62 Feature Intersected
BAILEY SPUR/ S.H. 9 UND Division
03 County
087 Location
7.8 MI N-E SH 74B Sufficiency
100 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
50 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
16 - Minor Arterial (Urban) Year Built
2000 ADT Total
6000 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
50 Ref. Underclearance Rt.
H Underclearance Right
30 Underclearance Left
22.999 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
50 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
260 Deck Width
52.986 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
8 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
8 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
9 HS Operating Rating Method
1 HS Operating Rating
94 HS Inv. Rating Method
1 HS Inv. Method
56 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
9600 Future ADT Year
2042 Bypass Detour
0.099997 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1802 Max Measured Clearance
1805 Min Measured Clearance
1805 NBI Rating
25960 ODOT County
44 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
2- 130ft. PC BEAM SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4402 0600EX H Index
99.5156 Latitude
35:11:00.46 Longitude
-97:35:58.76 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
2 Roadway Name
U.S. 62 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
07.82E NBI Text
25960 Vault Link
http://plansrv1/bridgemaintvault/b25960 GIS FO/SD
Meets Standards H Inv. Method
35 Latitude DD
35.18346111 Longitude DD
-97.59965556 ODOT County Number
44 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
25733 x
-10864743.9585381 y
4188840.80983215 |
|||||||||||||||||||||||||||||||||||||
| 25959 | 4458T0395 X | 25959 | — | BAILEY NORMAN SPUR | CREEK | 4458T0667 X | (13ft.-17ft.-13)ft.X8ft.X215ft. R.C.B. | 2000 | 35.18633611 | -97.61758333 | 47.001 | 216.499 | — | 3 | 30 | 4 | 214.501 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 95.7 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 02 - Principal Arterial Other (Rural) | W | 5400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25732 BRKEY
25959 NBI No.
25959 On Under
1 Structure No.
4458T0395 X Control No.
058 Lane Ind.
Milepoint
03950 Facility Carried
BAILEY NORMAN SPUR Feature Intersected
CREEK Division
03 County
087 Location
MP 6.67 Sufficiency
95.7 Kind Hwy
8 Level Service
4 Route No.
00152 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
76.001 Bridge System
W Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
2000 ADT Total
5400 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
214.501 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
4 Fill RCB
5 Appr. Roadway Width
76.001 Span Type Main
M Material
1 - Concrete Design
19 Length
47.001 Deck Width
216.499 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
8 Structure Rating
8 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
0 HS Operating Rating
60.1 HS Inv. Rating Method
0 HS Inv. Method
36 H Operating Rating
0 H Inv. Rating Method
0 Future ADT
8640 Future ADT Year
2042 Bypass Detour
3.106856 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
25959 ODOT County
44 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(13ft.-17ft.-13)ft.X8ft.X215ft. R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4458T0667 X H Index
100 Latitude
35:11:10.81 Longitude
-97:37:03.3 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
BAILEY NORMAN SPUR Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
4 - Spur Historical Significance
5 Local Bridge ID
06.67 NBI Text
25959 Vault Link
http://plansrv1/bridgemaintvault/b25959 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
35.18633611 Longitude DD
-97.61758333 ODOT County Number
44 Maint. Dist.
3 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
25732 x
-10866739.6687655 y
4189232.39773051 |
|||||||||||||||||||||||||||||||||||||
| 25958 | 4458T0374 X | 25958 | — | QUAIL HAVEN RD. | BAILEY NORMAN SPUR UNDER | 4458T0374 X | 133ft. - 125ft. PC BULB TEE BEAM SPANS | 2000 | 35.18954444 | -97.62098611 | 258.002 | 37.001 | — | 2 | 50 | 2 | 32.808 | 2 - Concrete Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95.8 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | W | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25731 BRKEY
25958 NBI No.
25958 On Under
1 Structure No.
4458T0374 X Control No.
Lane Ind.
Milepoint
Facility Carried
QUAIL HAVEN RD. Feature Intersected
BAILEY NORMAN SPUR UNDER Division
03 County
087 Location
MP 6.46 Sufficiency
95.8 Kind Hwy
4 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.999 Bridge System
W Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2000 ADT Total
5000 ADT Year
2022 Design Load
HS 20 Skew
50 No. Main Spans
2 Road Width
32.808 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
4.003 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
29.528 Span Type Main
M Material
2 - Concrete Continuous Design
02 Length
258.002 Deck Width
37.001 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
7 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
4 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
97.995 HS Inv. Rating Method
1 HS Inv. Method
44.974 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2042 Bypass Detour
3.106856 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
25 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1610 Max Measured Clearance
1703 Min Measured Clearance
1702 NBI Rating
25958 ODOT County
44 Nav. Control
N 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
133ft. - 125ft. PC BULB TEE BEAM SPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4458T0374 X H Index
89.0489 Latitude
35:11:22.36 Longitude
-97:37:15.55 I257A
0 I257B
0 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
QUAIL HAVEN RD. Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
06.46 NBI Text
25958 Vault Link
http://plansrv1/bridgemaintvault/b25958 GIS FO/SD
Meets Standards H Inv. Method
41.337 Latitude DD
35.18954444 Longitude DD
-97.62098611 ODOT County Number
44 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
25731 x
-10867118.4645024 y
4189669.40302712 |
|||||||||||||||||||||||||||||||||||||
| 25870 | 0943T0431 X | 25870 | — | WILSHIRE BLVD. | KILPATRICK TP UNDER | 0943T0431 X | 2-108ft. PC BEAM SPANS | 2000 | 35.55113889 | -97.68941944 | 216.001 | 31.001 | — | 2 | 0 | 2 | 27.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 85.4 | Satisfactory (6) | Good (7) | Very good (8) | Satisfactory (6) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 17 - Collector (Urban) | U | 820 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25730 BRKEY
25870 NBI No.
25870 On Under
1 Structure No.
0943T0431 X Control No.
Lane Ind.
Milepoint
Facility Carried
WILSHIRE BLVD. Feature Intersected
KILPATRICK TP UNDER Division
04 County
017 Location
116.87 Sufficiency
85.4 Kind Hwy
5 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
50 Bridge System
U Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
17 - Collector (Urban) Year Built
2000 ADT Total
820 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
27.999 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
10 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
31.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
216.001 Deck Width
31.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
5 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
105.1 HS Inv. Rating Method
1 HS Inv. Method
44.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1312 Future ADT Year
2042 Bypass Detour
1.242742 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1708 Max Measured Clearance
1807 Min Measured Clearance
1708 NBI Rating
25870 ODOT County
09 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
2-108ft. PC BEAM SPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0943T0431 X H Index
100 Latitude
35:33:04.1 Longitude
-97:41:21.91 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
2 Roadway Name
WILSHIRE BLVD. Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
116.87 NBI Text
25870 Vault Link
http://plansrv1/bridgemaintvault/b25870 GIS FO/SD
Meets Standards H Inv. Method
40 Latitude DD
35.55113889 Longitude DD
-97.68941944 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
6 Rural/Urban
Urban ARC_ID_NUM
25730 x
-10874736.4279513 y
4239033.25456456 |
|||||||||||||||||||||||||||||||||||||
| 25869 | 0943T0331 X | 25869 | — | BRITTON RD. | KILPATRICK TP UNDER | 0943T0331 X | 110ft.-120ft. PC BEAM SPANS | 2000 | 35.56575278 | -97.68938889 | 230 | 31.004 | — | 2 | 0 | 2 | 27.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 84.4 | Very good (8) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 17 - Collector (Urban) | U | 820 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25729 BRKEY
25869 NBI No.
25869 On Under
1 Structure No.
0943T0331 X Control No.
Lane Ind.
Milepoint
Facility Carried
BRITTON RD. Feature Intersected
KILPATRICK TP UNDER Division
04 County
017 Location
117.88 Sufficiency
84.4 Kind Hwy
5 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
50 Bridge System
U Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
17 - Collector (Urban) Year Built
2000 ADT Total
820 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
27.999 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
10 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
31.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
230 Deck Width
31.004 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
N Culv. Rating
N Structure Rating
8 Deck Geometry
5 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
108.4 HS Inv. Rating Method
1 HS Inv. Method
46.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1312 Future ADT Year
2042 Bypass Detour
1.242742 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1708 Max Measured Clearance
1803 Min Measured Clearance
1704 NBI Rating
25869 ODOT County
09 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
110ft.-120ft. PC BEAM SPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0943T0331 X H Index
100 Latitude
35:33:56.71 Longitude
-97:41:21.8 I257A
0 I257B
0 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
BRITTON RD. Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
117.88 NBI Text
25869 Vault Link
http://plansrv1/bridgemaintvault/b25869 GIS FO/SD
Meets Standards H Inv. Method
41.6 Latitude DD
35.56575278 Longitude DD
-97.68938889 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
6 Rural/Urban
Urban ARC_ID_NUM
25729 x
-10874733.0271409 y
4241032.9661035 |
|||||||||||||||||||||||||||||||||||||
| 25868 | 0943T0229WX | 25868 | — | KILPATRICK TP SB | S.H. 3 UNDER | 0943T0229WX | 56ft.-115ft.-56ft. PC BEAM SPANS | 2000 | 35.58048889 | -97.68917222 | 227.831 | 41.001 | — | 3 | 30 | 2 | 37.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 90.9 | Satisfactory (6) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | U | 10450 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25728 BRKEY
25868 NBI No.
25868 On Under
1 Structure No.
0943T0229WX Control No.
043 Lane Ind.
W Milepoint
02290 Facility Carried
KILPATRICK TP SB Feature Intersected
S.H. 3 UNDER Division
04 County
017 Location
118.87SB Sufficiency
90.9 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.999 Bridge System
U Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
2000 ADT Total
10450 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
10 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
227.831 Deck Width
41.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
66.2 HS Inv. Rating Method
1 HS Inv. Method
27.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
16720 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1605 Max Measured Clearance
1902 Min Measured Clearance
1806 NBI Rating
25868 ODOT County
09 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
56ft.-115ft.-56ft. PC BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0943T0229WX H Index
97.3498 Latitude
35:34:49.76 Longitude
-97:41:21.02 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
2 Roadway Name
KILPATRICK TP SB Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
118.87SB NBI Text
25868 Vault Link
http://plansrv1/bridgemaintvault/b25868 GIS FO/SD
Meets Standards H Inv. Method
17.4 Latitude DD
35.58048889 Longitude DD
-97.68917222 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
25728 x
-10874708.9075468 y
4243049.77110202 |
|||||||||||||||||||||||||||||||||||||
| 25867 | 0943T0229EX | 25867 | — | KILPATRICK TP NB | S.H. 3 UNDER | 0943T0229EX | 56ft.-115ft.-56ft.-PC BEAM SPANS | 2000 | 35.58030278 | -97.68874722 | 227.001 | 52.7 | — | 3 | 30 | 3 | 50 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.9 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | U | 10350 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25727 BRKEY
25867 NBI No.
25867 On Under
1 Structure No.
0943T0229EX Control No.
043 Lane Ind.
E Milepoint
02290 Facility Carried
KILPATRICK TP NB Feature Intersected
S.H. 3 UNDER Division
04 County
017 Location
118.87NB Sufficiency
97.9 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
50 Bridge System
U Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
2000 ADT Total
10350 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
50 Ref. Underclearance Rt.
H Underclearance Right
20 Underclearance Left
20 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
50 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
227.001 Deck Width
52.7 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
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
4 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
61.8 HS Inv. Rating Method
1 HS Inv. Method
37 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
16560 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1608 Max Measured Clearance
1806 Min Measured Clearance
1608 NBI Rating
25867 ODOT County
09 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
56ft.-115ft.-56ft.-PC BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0943T0229EX H Index
89.3519 Latitude
35:34:49.09 Longitude
-97:41:19.49 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
2 Roadway Name
KILPATRICK TP NB Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
118.87NB NBI Text
25867 Vault Link
http://plansrv1/bridgemaintvault/b25867 GIS FO/SD
Meets Standards H Inv. Method
28.7 Latitude DD
35.58030278 Longitude DD
-97.68874722 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
25727 x
-10874661.5967632 y
4243024.297509 |
|||||||||||||||||||||||||||||||||||||
| 25866 | 1924 0015 X | 25866 | — | S.H. 67 | CHILDERS CREEK | 1924 0015 X | 4 - 15ft.X 8ft. X 80ft. RCB W/50 | 1999 | 35.94444444 | -96.06111111 | 65 | 0 | — | 4 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 74.5 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 5500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25726 BRKEY
25866 NBI No.
25866 On Under
1 Structure No.
1924 0015 X Control No.
024 Lane Ind.
Milepoint
00150 Facility Carried
S.H. 67 Feature Intersected
CHILDERS CREEK Division
08 County
037 Location
0.2 MI E. JCT US 75A Sufficiency
74.5 Kind Hwy
3 Level Service
1 Route No.
00067 Service Type On
5 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
50 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
1999 ADT Total
5500 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
4 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
FG Appr. Roadway Width
50 Span Type Main
M Material
1 - Concrete Design
19 Length
65 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
3 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
60 HS Inv. Rating Method
1 HS Inv. Method
36 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8800 Future ADT Year
2042 Bypass Detour
14.912909 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
25866 ODOT County
19 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
5.906 Description
4 - 15ft.X 8ft. X 80ft. RCB W/50 Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1924 0015 X H Index
98.778 Latitude
35:56:40 Longitude
-96:03:40 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 67 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
25866 Vault Link
http://plansrv1/bridgemaintvault/b25866 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
35.94444444 Longitude DD
-96.06111111 ODOT County Number
19 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
25726 x
-10693473.9738013 y
4292979.70283528 |
|||||||||||||||||||||||||||||||||||||
| 25865 | 0943T0128 X | 25865 | — | NW 122ND ST. | KILPATRICK TP UNDER | 0943T0128 X | 2-108ft. PC BEAM SPANS | 2000 | 35.59498889 | -97.68779167 | 216.001 | 30.971 | — | 2 | 23 | 2 | 27.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 84.4 | Good (7) | Very good (8) | Very good (8) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 17 - Collector (Urban) | U | 820 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25725 BRKEY
25865 NBI No.
25865 On Under
1 Structure No.
0943T0128 X Control No.
Lane Ind.
Milepoint
Facility Carried
NW 122ND ST. Feature Intersected
KILPATRICK TP UNDER Division
04 County
017 Location
119.90 Sufficiency
84.4 Kind Hwy
5 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.999 Bridge System
U Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
17 - Collector (Urban) Year Built
2000 ADT Total
820 ADT Year
2022 Design Load
HS 20 Skew
23 No. Main Spans
2 Road Width
27.999 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
10 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
30 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
216.001 Deck Width
30.971 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
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
5 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
112 HS Inv. Rating Method
1 HS Inv. Method
47.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1312 Future ADT Year
2042 Bypass Detour
1.242742 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1810 Max Measured Clearance
1907 Min Measured Clearance
1704 NBI Rating
25865 ODOT County
09 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
2-108ft. PC BEAM SPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0943T0128 X H Index
99.9084 Latitude
35:35:41.96 Longitude
-97:41:16.05 I257A
0 I257B
0 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
NW 122ND ST. Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
119.90 NBI Text
25865 Vault Link
http://plansrv1/bridgemaintvault/b25865 GIS FO/SD
Meets Standards H Inv. Method
43.1 Latitude DD
35.59498889 Longitude DD
-97.68779167 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
6 Rural/Urban
Urban ARC_ID_NUM
25725 x
-10874555.2254238 y
4245034.62400288 |
|||||||||||||||||||||||||||||||||||||
| 25957 | 4458T0262WX | 25957 | — | BAILEY NORMAN SPUR | SAND ROCK RD. UNDER | 4458T0534WX | 120ft. PC BULB TEE BEAM SPAN | 2000 | 35.20405 | -97.63106389 | 120 | 37.001 | — | 1 | 60 | 2 | 32.808 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 96 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 02 - Principal Arterial Other (Rural) | W | 2700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25712 BRKEY
25957 NBI No.
25957 On Under
1 Structure No.
4458T0262WX Control No.
058 Lane Ind.
W Milepoint
02620 Facility Carried
BAILEY NORMAN SPUR Feature Intersected
SAND ROCK RD. UNDER Division
03 County
087 Location
MP 5.34S Sufficiency
96 Kind Hwy
8 Level Service
4 Route No.
00152 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
33.999 Bridge System
W Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
2000 ADT Total
2700 ADT Year
2022 Design Load
HS 20 Skew
60 No. Main Spans
1 Road Width
32.808 Ref. Underclearance Rt.
H Underclearance Right
4.003 Underclearance Left
4.003 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
29.528 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
120 Deck Width
37.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
4 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
9 HS Operating Rating Method
1 HS Operating Rating
115.9 HS Inv. Rating Method
1 HS Inv. Method
69.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4320 Future ADT Year
2042 Bypass Detour
0.099997 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
80 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1509 Max Measured Clearance
1603 Min Measured Clearance
1603 NBI Rating
25957 ODOT County
44 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
120ft. PC BULB TEE BEAM SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4458T0534WX H Index
85.9552 Latitude
35:12:14.58 Longitude
-97:37:51.83 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
BAILEY NORMAN SPUR Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
4 - Spur Historical Significance
5 Local Bridge ID
05.34S NBI Text
25957 Vault Link
http://plansrv1/bridgemaintvault/b25957 GIS FO/SD
Meets Standards H Inv. Method
62.7 Latitude DD
35.20405 Longitude DD
-97.63106389 ODOT County Number
44 Maint. Dist.
3 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
25712 x
-10868240.3178404 y
4191645.41474327 |
|||||||||||||||||||||||||||||||||||||
| 25956 | 4458T0262EX | 25956 | — | BAILEY NORMAN SPUR | SAND ROCK RD. UNDER | 4458T0262EX | 120ft. PC BULB TEE BEAM SPAN | 2000 | 35.20405 | -97.63078333 | 120 | 37.001 | — | 1 | 27 | 2 | 32.808 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 96 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 02 - Principal Arterial Other (Rural) | W | 2700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25711 BRKEY
25956 NBI No.
25956 On Under
1 Structure No.
4458T0262EX Control No.
058 Lane Ind.
E Milepoint
02620 Facility Carried
BAILEY NORMAN SPUR Feature Intersected
SAND ROCK RD. UNDER Division
03 County
087 Location
MP 5.34N Sufficiency
96 Kind Hwy
8 Level Service
4 Route No.
00152 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
36.089 Bridge System
W Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
2000 ADT Total
2700 ADT Year
2022 Design Load
HS 20 Skew
27 No. Main Spans
1 Road Width
32.808 Ref. Underclearance Rt.
H Underclearance Right
4.003 Underclearance Left
4.003 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
29.528 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
120 Deck Width
37.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
4 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
9 HS Operating Rating Method
1 HS Operating Rating
115.9 HS Inv. Rating Method
1 HS Inv. Method
69.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4320 Future ADT Year
2042 Bypass Detour
0.099997 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
80 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
9999 Max Measured Clearance
1610 Min Measured Clearance
1603 NBI Rating
25956 ODOT County
44 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
120ft. PC BULB TEE BEAM SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4458T0262EX H Index
88.3569 Latitude
35:12:14.58 Longitude
-97:37:50.82 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
BAILEY NORMAN SPUR Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
4 - Spur Historical Significance
5 Local Bridge ID
05.34N NBI Text
25956 Vault Link
http://plansrv1/bridgemaintvault/b25956 GIS FO/SD
Meets Standards H Inv. Method
62.7 Latitude DD
35.20405 Longitude DD
-97.63078333 ODOT County Number
44 Maint. Dist.
3 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
25711 x
-10868209.086044 y
4191645.41474327 |
|||||||||||||||||||||||||||||||||||||
| 25955 | 4458T0207 X | 25955 | — | ROCKWELL AVE. | BAILEY NORMAN SPUR UNDER | 4458T0479 X | 2-150ft. P.C. BULB TEE BEAM SPANS | 2000 | 35.21121389 | -97.63554722 | 300 | 37.001 | — | 2 | 46 | 2 | 32.808 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95.9 | Good (7) | Very good (8) | Very good (8) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | W | 4600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25710 BRKEY
25955 NBI No.
25955 On Under
1 Structure No.
4458T0207 X Control No.
Lane Ind.
Milepoint
Facility Carried
ROCKWELL AVE. Feature Intersected
BAILEY NORMAN SPUR UNDER Division
03 County
087 Location
MP 4.79 Sufficiency
95.9 Kind Hwy
4 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.999 Bridge System
W Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2000 ADT Total
4600 ADT Year
2022 Design Load
HS 20 Skew
46 No. Main Spans
2 Road Width
32.808 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
4.003 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
29.528 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
300 Deck Width
37.001 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
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
4 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
131.9 HS Inv. Rating Method
1 HS Inv. Method
59.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
7360 Future ADT Year
2042 Bypass Detour
3.106856 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1906 Max Measured Clearance
1906 Min Measured Clearance
1904 NBI Rating
25955 ODOT County
44 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
2-150ft. P.C. BULB TEE BEAM SPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4458T0479 X H Index
99.3992 Latitude
35:12:40.37 Longitude
-97:38:07.97 I257A
0 I257B
0 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
ROCKWELL AVE. Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
04.79 NBI Text
25955 Vault Link
http://plansrv1/bridgemaintvault/b25955 GIS FO/SD
Meets Standards H Inv. Method
55 Latitude DD
35.21121389 Longitude DD
-97.63554722 ODOT County Number
44 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
25710 x
-10868739.399853 y
4192621.441808 |
|||||||||||||||||||||||||||||||||||||
| 25954 | 4458T0177 X | 25954 | — | BAILEY NORMAN SPUR | CREEK | 4458T0449 X | 2-12ft.X 7ft. X260ft. R.C.BOX | 2000 | 35.21259167 | -97.64049722 | 25 | 261.499 | — | 2 | 18 | 4 | 259.501 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 95.7 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 02 - Principal Arterial Other (Rural) | W | 5400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25709 BRKEY
25954 NBI No.
25954 On Under
1 Structure No.
4458T0177 X Control No.
058 Lane Ind.
Milepoint
01770 Facility Carried
BAILEY NORMAN SPUR Feature Intersected
CREEK Division
03 County
087 Location
MP 4.49 Sufficiency
95.7 Kind Hwy
8 Level Service
4 Route No.
00152 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
65.617 Bridge System
W Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
2000 ADT Total
5400 ADT Year
2022 Design Load
HS 20 Skew
18 No. Main Spans
2 Road Width
259.501 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
4 Fill RCB
28 Appr. Roadway Width
29.528 Span Type Main
M Material
1 - Concrete Design
19 Length
25 Deck Width
261.499 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
7 Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
0 HS Operating Rating
60.1 HS Inv. Rating Method
0 HS Inv. Method
36 H Operating Rating
0 H Inv. Rating Method
0 Future ADT
8640 Future ADT Year
2042 Bypass Detour
3.106856 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
80 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
25954 ODOT County
44 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-12ft.X 7ft. X260ft. R.C.BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4458T0449 X H Index
100 Latitude
35:12:45.33 Longitude
-97:38:25.79 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
BAILEY NORMAN SPUR Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
4 - Spur Historical Significance
5 Local Bridge ID
04.49 NBI Text
25954 Vault Link
http://plansrv1/bridgemaintvault/b25954 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
35.21259167 Longitude DD
-97.64049722 ODOT County Number
44 Maint. Dist.
3 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
25709 x
-10869290.4313324 y
4192809.16402387 |
|||||||||||||||||||||||||||||||||||||
| 25953 | 4458T0100SX | 25953 | — | BAILEY NORMAN SPUR | S.H. 76 UNDER | 4458T0375SX | 150ft. P.C.B. TEE BEAM SPAN | 2000 | 35.213153 | -97.653544 | 150 | 53.002 | — | 1 | 0 | 3 | 49.213 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 02 - Principal Arterial Other (Rural) | W | 2700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25708 BRKEY
25953 NBI No.
25953 On Under
1 Structure No.
4458T0100SX Control No.
058 Lane Ind.
S Milepoint
01000 Facility Carried
BAILEY NORMAN SPUR Feature Intersected
S.H. 76 UNDER Division
03 County
087 Location
JCT SH 76 Sufficiency
99 Kind Hwy
8 Level Service
4 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
53.999 Bridge System
W Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
2000 ADT Total
2700 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
1 Road Width
49.213 Ref. Underclearance Rt.
H Underclearance Right
9.003 Underclearance Left
9.003 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
39.37 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
150 Deck Width
53.002 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
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
101.8 HS Inv. Rating Method
1 HS Inv. Method
48.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4320 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
80 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
9999 Max Measured Clearance
1910 Min Measured Clearance
1611 NBI Rating
25953 ODOT County
44 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
150ft. P.C.B. TEE BEAM SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4458T0375SX H Index
100 Latitude
35:12:47.35 Longitude
-97:39:12.76 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
2 Roadway Name
BAILEY NORMAN SPUR Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
4 - Spur Historical Significance
5 Local Bridge ID
03.75N NBI Text
25953 Vault Link
http://plansrv1/bridgemaintvault/b25953 GIS FO/SD
Meets Standards H Inv. Method
45.3 Latitude DD
35.213153 Longitude DD
-97.653544 ODOT County Number
44 Maint. Dist.
3 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
25708 x
-10870742.7922385 y
4192885.6460238 |
|||||||||||||||||||||||||||||||||||||
| 25952 | 4458T0100NX | 25952 | — | BAILEY NORMAN SPUR | S.H. 76 UNDER | 4458T0375NX | 150ft. P.C.BULB TEE BEAM SPAN | 2000 | 35.213392 | -97.653533 | 150 | 53.002 | — | 1 | 0 | 3 | 49.213 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 02 - Principal Arterial Other (Rural) | W | 2950 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25707 BRKEY
25952 NBI No.
25952 On Under
1 Structure No.
4458T0100NX Control No.
058 Lane Ind.
N Milepoint
01000 Facility Carried
BAILEY NORMAN SPUR Feature Intersected
S.H. 76 UNDER Division
03 County
087 Location
JCT SH 76 Sufficiency
99 Kind Hwy
8 Level Service
4 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
54.003 Bridge System
W Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
2000 ADT Total
2950 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
1 Road Width
49.213 Ref. Underclearance Rt.
H Underclearance Right
9.003 Underclearance Left
9.003 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
39.37 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
150 Deck Width
53.002 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
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
101.8 HS Inv. Rating Method
1 HS Inv. Method
48.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4720 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
80 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1607 Max Measured Clearance
1610 Min Measured Clearance
1610 NBI Rating
25952 ODOT County
44 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
150ft. P.C.BULB TEE BEAM SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4458T0375NX H Index
99.5878 Latitude
35:12:48.21 Longitude
-97:39:12.72 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
2 Roadway Name
BAILEY NORMAN SPUR Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
4 - Spur Historical Significance
5 Local Bridge ID
03.75S NBI Text
25952 Vault Link
http://plansrv1/bridgemaintvault/b25952 GIS FO/SD
Meets Standards H Inv. Method
45.3 Latitude DD
35.213392 Longitude DD
-97.653533 ODOT County Number
44 Maint. Dist.
3 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
25707 x
-10870741.5677241 y
4192918.2102696 |
|||||||||||||||||||||||||||||||||||||
| 25864 | 5586T1397 X | 25864 | — | COUNTY LINE RD. | KILPATRICK TP UNDER | 5586T1397 X | 2-108ft. PC BEAM SPANS | 2000 | 35.60966944 | -97.67396944 | 216.001 | 31.001 | — | 2 | 23 | 2 | 27.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 84.4 | Very good (8) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 17 - Collector (Urban) | U | 820 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25706 BRKEY
25864 NBI No.
25864 On Under
1 Structure No.
5586T1397 X Control No.
Lane Ind.
Milepoint
Facility Carried
COUNTY LINE RD. Feature Intersected
KILPATRICK TP UNDER Division
04 County
109 Location
121.17 Sufficiency
84.4 Kind Hwy
5 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.999 Bridge System
U Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
17 - Collector (Urban) Year Built
2000 ADT Total
820 ADT Year
2022 Design Load
HS 20 Skew
23 No. Main Spans
2 Road Width
27.999 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
4.003 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
30 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
216.001 Deck Width
31.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
N Culv. Rating
N Structure Rating
8 Deck Geometry
5 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
112 HS Inv. Rating Method
1 HS Inv. Method
47.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1312 Future ADT Year
2042 Bypass Detour
1.242742 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
35 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1907 Max Measured Clearance
2008 Min Measured Clearance
1708 NBI Rating
25864 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-108ft. PC BEAM SPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5586T1397 X H Index
100 Latitude
35:36:34.81 Longitude
-97:40:26.29 I257A
0 I257B
0 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
COUNTY LINE RD. Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
121.17 NBI Text
25864 Vault Link
http://plansrv1/bridgemaintvault/b25864 GIS FO/SD
Meets Standards H Inv. Method
43.1 Latitude DD
35.60966944 Longitude DD
-97.67396944 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
6 Rural/Urban
Urban ARC_ID_NUM
25706 x
-10873016.5418186 y
4247044.558076 |
|||||||||||||||||||||||||||||||||||||
| 25863 | 5586T1369NX | 25863 | — | KILPATRICK TP WB | CREEK | 5586T1313NX | 2-100ft. PC BEAM SPANS | 2000 | 35.61031389 | -97.66920556 | 200 | 41.01 | — | 2 | 0 | 2 | 37.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99.9 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | U | 10000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25705 BRKEY
25863 NBI No.
25863 On Under
1 Structure No.
5586T1369NX Control No.
086 Lane Ind.
N Milepoint
13690 Facility Carried
KILPATRICK TP WB Feature Intersected
CREEK Division
04 County
109 Location
121.43WB Sufficiency
99.9 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.999 Bridge System
U Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
2000 ADT Total
10000 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
37.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 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
200 Deck Width
41.01 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
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
1 HS Operating Rating
76.5 HS Inv. Rating Method
1 HS Inv. Method
45.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
16000 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
25863 ODOT County
55 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-100ft. PC BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5586T1313NX H Index
99.1424 Latitude
35:36:37.13 Longitude
-97:40:09.14 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
KILPATRICK TP WB Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
121.43WB NBI Text
25863 Vault Link
http://plansrv1/bridgemaintvault/b25863 GIS FO/SD
Meets Standards H Inv. Method
39.3 Latitude DD
35.61031389 Longitude DD
-97.66920556 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
25705 x
-10872486.2291228 y
4247132.79905197 |
|||||||||||||||||||||||||||||||||||||
| 25862 | 5586T1369SX | 25862 | — | KILPATRICK TP EB | CREEK | 5586T1313SX | 2-100 PC BEAM SPANS | 2000 | 35.61 | -97.66919167 | 200 | 41.01 | — | 2 | 0 | 2 | 37.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99.9 | Very good (8) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | U | 10350 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25704 BRKEY
25862 NBI No.
25862 On Under
1 Structure No.
5586T1369SX Control No.
086 Lane Ind.
S Milepoint
13690 Facility Carried
KILPATRICK TP EB Feature Intersected
CREEK Division
04 County
109 Location
121.43 Sufficiency
99.9 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.999 Bridge System
U Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
2000 ADT Total
10350 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
37.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 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
200 Deck Width
41.01 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
1 HS Operating Rating
76.5 HS Inv. Rating Method
1 HS Inv. Method
45.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
16560 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
25862 ODOT County
55 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-100 PC BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5586T1313SX H Index
100 Latitude
35:36:36 Longitude
-97:40:09.09 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
KILPATRICK TP EB Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
121.43EB NBI Text
25862 Vault Link
http://plansrv1/bridgemaintvault/b25862 GIS FO/SD
Meets Standards H Inv. Method
39.3 Latitude DD
35.61 Longitude DD
-97.66919167 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
25704 x
-10872484.682895 y
4247089.81974067 |
|||||||||||||||||||||||||||||||||||||
| 25861 | 5586T1296 X | 25861 | — | COUNCIL RD. | KILPATRICK TP UNDER | 5586T1296 X | 2-106ft. PC BEAM SPANS | 2000 | 35.61028333 | -97.65618889 | 213.501 | 68.999 | — | 2 | 0 | 4 | 66.001 | 5 - Prestressed Concrete | 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) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 17 - Collector (Urban) | U | 820 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25703 BRKEY
25861 NBI No.
25861 On Under
1 Structure No.
5586T1296 X Control No.
Lane Ind.
Milepoint
Facility Carried
COUNCIL RD. Feature Intersected
KILPATRICK TP UNDER Division
04 County
109 Location
122.18 Sufficiency
92.9 Kind Hwy
5 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
66.001 Bridge System
U Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
17 - Collector (Urban) Year Built
2000 ADT Total
820 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
66.001 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
4.003 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
70 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
213.501 Deck Width
68.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
77.7 HS Inv. Rating Method
1 HS Inv. Method
45.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1312 Future ADT Year
2042 Bypass Detour
1.242742 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
NA Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1800 Max Measured Clearance
1808 Min Measured Clearance
1707 NBI Rating
25861 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
2-106ft. PC BEAM SPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5586T1296 X H Index
90.1291 Latitude
35:36:37.02 Longitude
-97:39:22.28 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
1 Roadway Name
COUNCIL RD. Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
122.18 NBI Text
25861 Vault Link
http://plansrv1/bridgemaintvault/b25861 GIS FO/SD
Meets Standards H Inv. Method
41 Latitude DD
35.61028333 Longitude DD
-97.65618889 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
6 Rural/Urban
Urban ARC_ID_NUM
25703 x
-10871037.2200465 y
4247128.61462405 |
|||||||||||||||||||||||||||||||||||||
| 25860 | 5586T1285NX | 25860 | — | KILPATRICK TP WB | WALNUT CREEK | 5586T1285NX | 96ft.-56ft. PC BEAM SPANS | 2000 | 35.610122 | -97.65435 | 153.599 | 41.001 | — | 2 | 20 | 2 | 37.999 | 6 - Prestressed Concrete Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94 | Good (7) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | U | 820 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25702 BRKEY
25860 NBI No.
25860 On Under
1 Structure No.
5586T1285NX Control No.
086 Lane Ind.
N Milepoint
12850 Facility Carried
KILPATRICK TP WB Feature Intersected
WALNUT CREEK Division
04 County
109 Location
122.28WB Sufficiency
94 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.999 Bridge System
U Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
2000 ADT Total
820 ADT Year
2022 Design Load
HS 20 Skew
20 No. Main Spans
2 Road Width
37.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40.669 Span Type Main
M Material
6 - Prestressed Concrete Continuous Design
02 Length
153.599 Deck Width
41.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
8 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
1 HS Operating Rating
55.8 HS Inv. Rating Method
1 HS Inv. Method
33.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1312 Future ADT Year
2042 Bypass Detour
1.242742 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
25860 ODOT County
55 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
96ft.-56ft. PC BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
F Alt. Structure Name
5586T1285NX H Index
91.297 Latitude
35:36:36.44 Longitude
-97:39:15.66 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
KILPATRICK TP WB Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
122.28WB NBI Text
25860 Vault Link
http://plansrv1/bridgemaintvault/b25860 GIS FO/SD
Meets Standards H Inv. Method
31 Latitude DD
35.610122 Longitude DD
-97.65435 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
25702 x
-10870832.5157481 y
4247106.52454072 |
|||||||||||||||||||||||||||||||||||||
| 25859 | 5586T1285SX | 25859 | — | KILPATRICK TP EB | WALNUT CREEK | 5586T1198NX | 96ft.-56ft. PC BEAM SPANS | 2000 | 35.609806 | -97.654214 | 153.501 | 40.669 | — | 2 | 20 | 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) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | U | 15950 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25701 BRKEY
25859 NBI No.
25859 On Under
1 Structure No.
5586T1285SX Control No.
086 Lane Ind.
S Milepoint
12850 Facility Carried
KILPATRICK TP EB Feature Intersected
WALNUT CREEK Division
04 County
109 Location
122.28EB Sufficiency
93.9 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.999 Bridge System
U Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
2000 ADT Total
15950 ADT Year
2022 Design Load
HS 20 Skew
20 No. Main Spans
2 Road Width
37.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
42.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
153.501 Deck Width
40.669 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
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
1 HS Operating Rating
55.8 HS Inv. Rating Method
1 HS Inv. Method
33.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
25520 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
25859 ODOT County
55 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
96ft.-56ft. PC BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5586T1198NX H Index
100 Latitude
35:36:35.3 Longitude
-97:39:15.17 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
KILPATRICK TP EB Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
122.28EB NBI Text
25859 Vault Link
http://plansrv1/bridgemaintvault/b25859 GIS FO/SD
Meets Standards H Inv. Method
31 Latitude DD
35.609806 Longitude DD
-97.654214 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
25701 x
-10870817.3762974 y
4247063.25642254 |
|||||||||||||||||||||||||||||||||||||
| 26041 | 7260T0097SX | 26041 | — | CREEK TP | U.S. 75 UNDER | 7260T0097SX | 58ft., 3-80ft., 47ft. PC BEAM SPANS | 2000 | 36.00966667 | -96.01235278 | 344.751 | 68.501 | — | 5 | 0 | 3 | 65.499 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.9 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | R | 10850 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25693 BRKEY
26041 NBI No.
26041 On Under
1 Structure No.
7260T0097SX Control No.
060 Lane Ind.
S Milepoint
00970 Facility Carried
CREEK TP Feature Intersected
U.S. 75 UNDER Division
08 County
143 Location
04.87S Sufficiency
97.9 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
50.853 Bridge System
R Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
2000 ADT Total
10850 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
5 Road Width
65.499 Ref. Underclearance Rt.
H Underclearance Right
17.999 Underclearance Left
3.999 Deck Structure Type
1 No. Lanes
3 Fill RCB
0 Appr. Roadway Width
51.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
344.751 Deck Width
68.501 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
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
9 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
77 HS Inv. Rating Method
1 HS Inv. Method
46.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
17360 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1607 Max Measured Clearance
1810 Min Measured Clearance
1607 NBI Rating
26041 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
58ft., 3-80ft., 47ft. PC BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7260T0097SX H Index
95.5094 Latitude
36:00:34.8 Longitude
-96:00:44.47 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
2 Roadway Name
CREEK TP Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
04.87 S NBI Text
26041 Vault Link
http://plansrv1/bridgemaintvault/b26041 GIS FO/SD
Meets Standards H Inv. Method
39.6 Latitude DD
36.00966667 Longitude DD
-96.01235278 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
25693 x
-10688046.2213337 y
4301951.57246389 |
|||||||||||||||||||||||||||||||||||||
| 26040 | 7260T0097NX | 26040 | — | CREEK TP | U.S. 75 UNDER | 7260T0097NX | 58ft., 3-80ft., 48ft. PC BEAM SPANS | 2000 | 36.01003611 | -96.01235 | 345.499 | 68.599 | — | 5 | 0 | 3 | 65.499 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.9 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | R | 11200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25692 BRKEY
26040 NBI No.
26040 On Under
1 Structure No.
7260T0097NX Control No.
060 Lane Ind.
N Milepoint
00970 Facility Carried
CREEK TP Feature Intersected
U.S. 75 UNDER Division
08 County
143 Location
04.87N Sufficiency
97.9 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
57.999 Bridge System
R Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
2000 ADT Total
11200 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
5 Road Width
65.499 Ref. Underclearance Rt.
H Underclearance Right
17.999 Underclearance Left
3.999 Deck Structure Type
1 No. Lanes
3 Fill RCB
0 Appr. Roadway Width
51.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
345.499 Deck Width
68.599 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
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
77 HS Inv. Rating Method
1 HS Inv. Method
46.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
17920 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1609 Max Measured Clearance
1811 Min Measured Clearance
1607 NBI Rating
26040 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
58ft., 3-80ft., 48ft. PC BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7260T0097NX H Index
95.7496 Latitude
36:00:36.13 Longitude
-96:00:44.46 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
2 Roadway Name
CREEK TP Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
04.87 N NBI Text
26040 Vault Link
http://plansrv1/bridgemaintvault/b26040 GIS FO/SD
Meets Standards H Inv. Method
39.6 Latitude DD
36.01003611 Longitude DD
-96.01235 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
25692 x
-10688045.9118656 y
4302002.41318998 |
|||||||||||||||||||||||||||||||||||||
| 26039 | 7260T0088SX | 26039 | — | CREEK TP | TP RAMP WB UNDER | 7260T0088SX | 67ft. - 85ft. - 67ft. PC BEAM SPANS | 2000 | 36.00973889 | -96.01411111 | 219.751 | 60.299 | — | 3 | 13 | 3 | 57.3 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95.9 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 02 - Principal Arterial Other (Rural) | R | 10850 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25691 BRKEY
26039 NBI No.
26039 On Under
1 Structure No.
7260T0088SX Control No.
060 Lane Ind.
S Milepoint
00880 Facility Carried
CREEK TP Feature Intersected
TP RAMP WB UNDER Division
08 County
037 Location
04.77S Sufficiency
95.9 Kind Hwy
8 Level Service
1 Route No.
E0670 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
41.831 Bridge System
R Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
2000 ADT Total
10850 ADT Year
2022 Design Load
HS 20 Skew
13 No. Main Spans
3 Road Width
57.3 Ref. Underclearance Rt.
H Underclearance Right
2.001 Underclearance Left
7.999 Deck Structure Type
1 No. Lanes
3 Fill RCB
0 Appr. Roadway Width
45 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
219.751 Deck Width
60.299 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
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
9 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
79.9 HS Inv. Rating Method
1 HS Inv. Method
42.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
17360 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
0000 Max Measured Clearance
2109 Min Measured Clearance
2004 NBI Rating
26039 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
67ft. - 85ft. - 67ft. PC BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7260T0088SX H Index
95.5512 Latitude
36:00:35.06 Longitude
-96:00:50.8 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
1 Roadway Name
CREEK TP (E0670) Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
04.77 S NBI Text
26039 Vault Link
http://plansrv1/bridgemaintvault/b26039 GIS FO/SD
FO H Inv. Method
38.8 Latitude DD
36.00973889 Longitude DD
-96.01411111 ODOT County Number
19 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
25691 x
-10688241.957734 y
4301961.51104746 |
|||||||||||||||||||||||||||||||||||||
| 26038 | 7260T0085NX | 26038 | — | CREEK TP | TP RAMP WB UNDER | 7260T0088NX | 67ft. - 85ft. - 67ft. PC BEAM SPANS | 2000 | 36.01008333 | -96.01399444 | 218.75 | 66.499 | — | 3 | 14 | 2 | 63.501 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95.9 | Satisfactory (6) | Good (7) | Very good (8) | Satisfactory (6) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 02 - Principal Arterial Other (Rural) | R | 11200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25690 BRKEY
26038 NBI No.
26038 On Under
1 Structure No.
7260T0085NX Control No.
060 Lane Ind.
N Milepoint
00850 Facility Carried
CREEK TP Feature Intersected
TP RAMP WB UNDER Division
08 County
037 Location
04.77N Sufficiency
95.9 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
62.5 Bridge System
R Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
2000 ADT Total
11200 ADT Year
2022 Design Load
HS 20 Skew
14 No. Main Spans
3 Road Width
63.501 Ref. Underclearance Rt.
H Underclearance Right
2.001 Underclearance Left
7.999 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
25 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
218.75 Deck Width
66.499 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
9 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
71.5 HS Inv. Rating Method
1 HS Inv. Method
42.8 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
17920 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1906 Max Measured Clearance
2105 Min Measured Clearance
1909 NBI Rating
26038 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
67ft. - 85ft. - 67ft. PC BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7260T0088NX H Index
96.0541 Latitude
36:00:36.3 Longitude
-96:00:50.38 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
1 Roadway Name
CREEK TP Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
04.77 N NBI Text
26038 Vault Link
http://plansrv1/bridgemaintvault/b26038 GIS FO/SD
FO H Inv. Method
39.2 Latitude DD
36.01008333 Longitude DD
-96.01399444 ODOT County Number
19 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
25690 x
-10688228.970089 y
4302008.9114182 |
|||||||||||||||||||||||||||||||||||||
| 26037 | 7260R0010 X | 26037 | — | CREEK TP | S. 33RD. W. AVE. UNDER | 7260R0010 X | -1 | 1953 | 36.06833333 | -96.065 | 127.953 | 21.699 | — | 4 | 0 | 2 | 16.404 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 44.2 | Poor (4) | Good (7) | Satisfactory (6) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 09 - Local (Rural) | R | 16420 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
25689 BRKEY
26037 NBI No.
26037 On Under
1 Structure No.
7260R0010 X Control No.
060 Lane Ind.
Milepoint
00100 Facility Carried
CREEK TP Feature Intersected
S. 33RD. W. AVE. UNDER Division
08 County
143 Location
JCT TP AND S. 33RD W. AV Sufficiency
44.2 Kind Hwy
5 Level Service
1 Route No.
E0670 Service Type On
1 Service Type Off
1 Vertical Clearance
_ Horizontal Clearance
16.404 Bridge System
R Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
09 - Local (Rural) Year Built
1953 ADT Total
16420 ADT Year
1999 Design Load
H 15 Skew
0 No. Main Spans
4 Road Width
16.404 Ref. Underclearance Rt.
H Underclearance Right
5.499 Underclearance Left
6.201 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
16.404 Span Type Main
M Material
3 - Steel Design
02 Length
127.953 Deck Width
21.699 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
9 Deck Rating
7 Super Rating
6 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
4 Deck Geometry
2 Underclearance
4 Bridge Posting
3 Waterway Adequacy
N Approach Alignment
6 HS Operating Rating Method
2 HS Operating Rating
19.842 HS Inv. Rating Method
2 HS Inv. Method
19.842 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
26000 Future ADT Year
2019 Bypass Detour
8.077825 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
26037 ODOT County
72 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
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
-1 Route Flag
P Status Flag
R On Off System
1 Frontage Ind.
Alt. Structure Name
7260R0010 X H Index
100 Latitude
36:04:06 Longitude
-96:03:54 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
CREEK TP Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
84.40 NBI Text
26037 Vault Link
http://plansrv1/bridgemaintvault/b26037 GIS FO/SD
Meets Standards H Inv. Method
14.881 Latitude DD
36.06833333 Longitude DD
-96.065 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
7 Rural/Urban
Rural ARC_ID_NUM
25689 x
-10693906.8830558 y
4310028.01113988 |
|||||||||||||||||||||||||||||||||||||
| 25951 | 4458T0083 X | 25951 | — | BAILEY NORMAN SPUR | STINSON CREEK | 4458T0355 X | 3-12ft.X 7ft. X 255ft. R.C.B. | 2000 | 35.21331389 | -97.65673056 | 37.999 | 257.001 | — | 3 | 0 | 2 | 255 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 95.7 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 02 - Principal Arterial Other (Rural) | W | 5400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25688 BRKEY
25951 NBI No.
25951 On Under
1 Structure No.
4458T0083 X Control No.
058 Lane Ind.
Milepoint
00830 Facility Carried
BAILEY NORMAN SPUR Feature Intersected
STINSON CREEK Division
03 County
087 Location
MP 3.55 Sufficiency
95.7 Kind Hwy
8 Level Service
4 Route No.
00152 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
65.617 Bridge System
W Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
2000 ADT Total
5400 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
255 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
2 Fill RCB
25 Appr. Roadway Width
39.37 Span Type Main
M Material
1 - Concrete Design
19 Length
37.999 Deck Width
257.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
8 Structure Rating
8 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
0 HS Operating Rating
60.1 HS Inv. Rating Method
0 HS Inv. Method
36 H Operating Rating
0 H Inv. Rating Method
0 Future ADT
8640 Future ADT Year
2042 Bypass Detour
3.106856 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
80 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
NN Min Measured Clearance
N NBI Rating
25951 ODOT County
44 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 7ft. X 255ft. R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4458T0355 X H Index
99.144 Latitude
35:12:47.93 Longitude
-97:39:24.23 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
BAILEY NORMAN SPUR Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
4 - Spur Historical Significance
5 Local Bridge ID
03.55 NBI Text
25951 Vault Link
http://plansrv1/bridgemaintvault/b25951 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
35.21331389 Longitude DD
-97.65673056 ODOT County Number
44 Maint. Dist.
3 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
25688 x
-10871097.5184751 y
4192907.56760952 |
|||||||||||||||||||||||||||||||||||||
| 25950 | 2652T0272 X | 25950 | — | COUNTY LINE RD. | BAILEY NORMAN SPUR UNDER | 2652T0272 X | 2 - 100ft. PC BULB TEE BEAM SPANS | 2000 | 35.21377222 | -97.67094167 | 200 | 37.001 | — | 2 | 0 | 2 | 33.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98.8 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | W | 1000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25687 BRKEY
25950 NBI No.
25950 On Under
1 Structure No.
2652T0272 X Control No.
Lane Ind.
Milepoint
Facility Carried
COUNTY LINE RD. Feature Intersected
BAILEY NORMAN SPUR UNDER Division
07 County
051 Location
MP 2.75 Sufficiency
98.8 Kind Hwy
4 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.999 Bridge System
W Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2000 ADT Total
1000 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
33.999 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
4.003 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
32.808 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
200 Deck Width
37.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
83.8 HS Inv. Rating Method
1 HS Inv. Method
49 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1600 Future ADT Year
2042 Bypass Detour
2.999993 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1609 Max Measured Clearance
1705 Min Measured Clearance
1701 NBI Rating
25950 ODOT County
26 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
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
2 - 100ft. PC BULB TEE BEAM SPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2652T0272 X H Index
100 Latitude
35:12:49.58 Longitude
-97:40:15.39 I257A
0 I257B
0 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
COUNTY LINE RD. Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
02.75 NBI Text
25950 Vault Link
http://plansrv1/bridgemaintvault/b25950 GIS FO/SD
Meets Standards H Inv. Method
43.6 Latitude DD
35.21377222 Longitude DD
-97.67094167 ODOT County Number
26 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
25687 x
-10872679.4920039 y
4192970.01623091 |
|||||||||||||||||||||||||||||||||||||
| 25949 | 2652T0217 X | 25949 | — | BAILEY NORMAN SPUR | CREEK | 2652T0217 X | 2-12ft.X 8ft.X217ft. R.C.B. | 2000 | 35.21181389 | -97.68094444 | 30.84 | 219.003 | — | 2 | 40 | 4 | 217.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 95.7 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 02 - Principal Arterial Other (Rural) | W | 5400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25686 BRKEY
25949 NBI No.
25949 On Under
1 Structure No.
2652T0217 X Control No.
052 Lane Ind.
Milepoint
02170 Facility Carried
BAILEY NORMAN SPUR Feature Intersected
CREEK Division
07 County
051 Location
MP 2.17 Sufficiency
95.7 Kind Hwy
8 Level Service
4 Route No.
00152 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
65.617 Bridge System
W Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
2000 ADT Total
5400 ADT Year
2022 Design Load
HS 20 Skew
40 No. Main Spans
2 Road Width
217.001 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
4 Fill RCB
12 Appr. Roadway Width
116.001 Span Type Main
M Material
1 - Concrete Design
19 Length
30.84 Deck Width
219.003 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
4 Culv. Rating
8 Structure Rating
8 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
0 HS Operating Rating
60.1 HS Inv. Rating Method
0 HS Inv. Method
36 H Operating Rating
0 H Inv. Rating Method
0 Future ADT
8640 Future ADT Year
2042 Bypass Detour
3.106856 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
80 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
25949 ODOT County
26 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-12ft.X 8ft.X217ft. R.C.B. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2652T0217 X H Index
100 Latitude
35:12:42.53 Longitude
-97:40:51.4 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
BAILEY NORMAN SPUR Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
4 - Spur Historical Significance
5 Local Bridge ID
02.17 NBI Text
25949 Vault Link
http://plansrv1/bridgemaintvault/b25949 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
35.21181389 Longitude DD
-97.68094444 ODOT County Number
26 Maint. Dist.
7 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
25686 x
-10873792.9952668 y
4192703.19128178 |
|||||||||||||||||||||||||||||||||||||
| 25948 | 2652T0170 X | 25948 | — | MORGAN RD. | BAILEY NORMAN SPUR UNDER | 2652T0170 X | 2-110ft. PC BULB TEE BEAM SPANS | 2000 | 35.209747 | -97.688608 | 220 | 34.003 | — | 2 | 0 | 2 | 32.808 | 1 - Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 93.5 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | W | 1000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25685 BRKEY
25948 NBI No.
25948 On Under
1 Structure No.
2652T0170 X Control No.
Lane Ind.
Milepoint
Facility Carried
MORGAN RD. Feature Intersected
BAILEY NORMAN SPUR UNDER Division
07 County
051 Location
MP 1.70 Sufficiency
93.5 Kind Hwy
4 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
38.002 Bridge System
W Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2000 ADT Total
1000 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
32.808 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
4.003 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
42.651 Span Type Main
M Material
1 - Concrete Design
02 Length
220 Deck Width
34.003 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
6 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
102.6 HS Inv. Rating Method
1 HS Inv. Method
51 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1600 Future ADT Year
2042 Bypass Detour
6.213712 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1704 Max Measured Clearance
2108 Min Measured Clearance
1704 NBI Rating
25948 ODOT County
26 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
2-110ft. PC BULB TEE BEAM SPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2652T0170 X H Index
89.7513 Latitude
35:12:35.09 Longitude
-97:41:18.99 I257A
0 I257B
0 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
MORGAN RD. Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
01.70 NBI Text
25948 Vault Link
http://plansrv1/bridgemaintvault/b25948 GIS FO/SD
Meets Standards H Inv. Method
46 Latitude DD
35.209747 Longitude DD
-97.688608 ODOT County Number
26 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
25685 x
-10874646.0988637 y
4192421.58187599 |
|||||||||||||||||||||||||||||||||||||
| 25947 | 2652T0090 X | 25947 | — | BAILEY NORMAN SPUR | CREEK | 2652T0090 X | 2-10ft.X 9ft.X274ft. R.C.BOX | 2000 | 35.21130556 | -97.70237778 | 30.84 | 276.001 | — | 2 | 45 | 6 | 273.999 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 93.7 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 02 - Principal Arterial Other (Rural) | W | 5400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25684 BRKEY
25947 NBI No.
25947 On Under
1 Structure No.
2652T0090 X Control No.
052 Lane Ind.
Milepoint
00900 Facility Carried
BAILEY NORMAN SPUR Feature Intersected
CREEK Division
07 County
051 Location
MP 0.90 Sufficiency
93.7 Kind Hwy
8 Level Service
4 Route No.
00152 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
65.617 Bridge System
W Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
2000 ADT Total
5400 ADT Year
2022 Design Load
HS 20 Skew
45 No. Main Spans
2 Road Width
273.999 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
6 Fill RCB
20 Appr. Roadway Width
116.001 Span Type Main
M Material
1 - Concrete Design
19 Length
30.84 Deck Width
276.001 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
8 Structure Rating
8 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
4 Approach Alignment
8 HS Operating Rating Method
0 HS Operating Rating
60.1 HS Inv. Rating Method
0 HS Inv. Method
36 H Operating Rating
0 H Inv. Rating Method
0 Future ADT
8640 Future ADT Year
2042 Bypass Detour
3.106856 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
80 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
25947 ODOT County
26 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 9ft.X274ft. R.C.BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2652T0090 X H Index
99.2826 Latitude
35:12:40.7 Longitude
-97:42:08.56 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
BAILEY NORMAN SPUR Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
4 - Spur Historical Significance
5 Local Bridge ID
00.90 NBI Text
25947 Vault Link
http://plansrv1/bridgemaintvault/b25947 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
35.21130556 Longitude DD
-97.70237778 ODOT County Number
26 Maint. Dist.
7 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
25684 x
-10876178.9437616 y
4192633.931726 |
|||||||||||||||||||||||||||||||||||||
| 25946 | 2652T0070 X | 25946 | — | SARAH RD. | BAILEY NORMAN SPUR UNDER | 2652T0070 X | 2-120ft. P.C. BULB TEE BEAM SPANS | 2000 | 35.21205 | -97.70626111 | 240 | 37.001 | — | 2 | 0 | 2 | 33.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98.9 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 07 - Major Collector (Rural) | W | 1000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25683 BRKEY
25946 NBI No.
25946 On Under
1 Structure No.
2652T0070 X Control No.
Lane Ind.
Milepoint
Facility Carried
SARAH RD. Feature Intersected
BAILEY NORMAN SPUR UNDER Division
07 County
051 Location
MP 0.70 Sufficiency
98.9 Kind Hwy
4 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
33.999 Bridge System
W Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2000 ADT Total
1000 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
33.999 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
4.003 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
32.808 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
240 Deck Width
37.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
138.1 HS Inv. Rating Method
1 HS Inv. Method
82.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1600 Future ADT Year
2042 Bypass Detour
1.999945 School Bus Rte.
1 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1710 Max Measured Clearance
1909 Min Measured Clearance
1711 NBI Rating
25946 ODOT County
26 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
2-120ft. P.C. BULB TEE BEAM SPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2652T0070 X H Index
100 Latitude
35:12:43.38 Longitude
-97:42:22.54 I257A
0 I257B
0 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
SARAH RD. Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
00.70 NBI Text
25946 Vault Link
http://plansrv1/bridgemaintvault/b25946 GIS FO/SD
Meets Standards H Inv. Method
73.9 Latitude DD
35.21205 Longitude DD
-97.70626111 ODOT County Number
26 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
25683 x
-10876611.2340798 y
4192735.36122786 |
|||||||||||||||||||||||||||||||||||||
| 25858 | 5586T1285NXF | 25858 | — | KILPATRICK FRTG RD | WALNUT CREEK | 5586T1198SX | 50ft.-80ft.-50ft. PC BEAM SPANS | 2000 | 35.610617 | -97.654117 | 180 | 28.999 | — | 3 | 20 | 2 | 26.001 | 6 - Prestressed Concrete Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 77 | Satisfactory (6) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | U | 820 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25682 BRKEY
25858 NBI No.
25858 On Under
1 Structure No.
5586T1285NXF Control No.
086 Lane Ind.
S Milepoint
12850 Facility Carried
KILPATRICK FRTG RD Feature Intersected
WALNUT CREEK Division
04 County
109 Location
122.28N.F. Sufficiency
77 Kind Hwy
5 Level Service
8 Route No.
00000 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
26.001 Bridge System
U Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
2000 ADT Total
820 ADT Year
2022 Design Load
HS 20 Skew
20 No. Main Spans
3 Road Width
26.001 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
30 Span Type Main
M Material
6 - Prestressed Concrete Continuous Design
02 Length
180 Deck Width
28.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
9 Culv. Rating
N Structure Rating
6 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
50 HS Inv. Rating Method
1 HS Inv. Method
29.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1312 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
25858 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
50ft.-80ft.-50ft. PC BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5586T1198SX H Index
100 Latitude
35:36:38.22 Longitude
-97:39:14.82 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
MEMORIAL ROAD WB Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
8 - Service and/or unclassified frontage road Historical Significance
5 Local Bridge ID
122.28NF NBI Text
25858 Vault Link
http://plansrv1/bridgemaintvault/b25858 GIS FO/SD
FO H Inv. Method
27.2 Latitude DD
35.610617 Longitude DD
-97.654117 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
25682 x
-10870806.5783068 y
4247174.30247446 |
|||||||||||||||||||||||||||||||||||||
| 25857 | 5586T1196 X | 25857 | — | ROCKWELL AVE. | KILPATRICK TP UNDER | 5586T1196 X | 2-106ft. PC BEAM SPANS | 1999 | 35.609675 | -97.63841944 | 213.501 | 68.999 | — | 2 | 0 | 5 | 66.001 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 96.9 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 17 - Collector (Urban) | U | 820 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25681 BRKEY
25857 NBI No.
25857 On Under
1 Structure No.
5586T1196 X Control No.
Lane Ind.
Milepoint
Facility Carried
ROCKWELL AVE. Feature Intersected
KILPATRICK TP UNDER Division
04 County
109 Location
123.18 Sufficiency
96.9 Kind Hwy
5 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
66.001 Bridge System
U Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
17 - Collector (Urban) Year Built
1999 ADT Total
820 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
66.001 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
4.003 Deck Structure Type
1 No. Lanes
5 Fill RCB
Appr. Roadway Width
66.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
213.501 Deck Width
68.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
5 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
77.7 HS Inv. Rating Method
1 HS Inv. Method
45.6 H Operating Rating
1 H Inv. Rating Method
3 Future ADT
1312 Future ADT Year
2042 Bypass Detour
1.242742 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1708 Max Measured Clearance
1805 Min Measured Clearance
1703 NBI Rating
25857 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-106ft. PC BEAM SPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5586T1196 X H Index
99.6527 Latitude
35:36:34.83 Longitude
-97:38:18.31 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
2 Roadway Name
ROCKWELL AVE. Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
123.18 NBI Text
25857 Vault Link
http://plansrv1/bridgemaintvault/b25857 GIS FO/SD
Meets Standards H Inv. Method
41 Latitude DD
35.609675 Longitude DD
-97.63841944 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
6 Rural/Urban
Urban ARC_ID_NUM
25681 x
-10869059.1339209 y
4247045.31937302 |
|||||||||||||||||||||||||||||||||||||
| 25856 | 5586T1145NX | 25856 | — | KILPATRICK TP WB | BRANDON PL. UNDER | 5586T1145NX | 1-106ft. PC BEAM SPAN | 1999 | 35.609219 | -97.629464 | 106.88 | 52.999 | — | 1 | 0 | 3 | 50 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 88.8 | Very good (8) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | U | 15950 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25680 BRKEY
25856 NBI No.
25856 On Under
1 Structure No.
5586T1145NX Control No.
086 Lane Ind.
N Milepoint
11450 Facility Carried
KILPATRICK TP WB Feature Intersected
BRANDON PL. UNDER Division
04 County
109 Location
123.68WB Sufficiency
88.8 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
50 Bridge System
U Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
1999 ADT Total
15950 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
1 Road Width
50 Ref. Underclearance Rt.
H Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
55 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
106.88 Deck Width
52.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
N Culv. Rating
N Structure Rating
8 Deck Geometry
4 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
93.3 HS Inv. Rating Method
1 HS Inv. Method
55.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
25520 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
0000 Max Measured Clearance
1802 Min Measured Clearance
1702 NBI Rating
25856 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
1-106ft. PC BEAM SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5586T1145NX H Index
100 Latitude
35:36:33.19 Longitude
-97:37:46.07 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
KILPATRICK TP WB Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
123.68WB NBI Text
25856 Vault Link
http://plansrv1/bridgemaintvault/b25856 GIS FO/SD
FO H Inv. Method
52.1 Latitude DD
35.609219 Longitude DD
-97.629464 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
25680 x
-10868062.2189002 y
4246982.88223889 |
|||||||||||||||||||||||||||||||||||||
| 25855 | 5586T1145SX | 25855 | — | KILPATRICK TP EB | BRANDON PL. UNDER | 5586T1145SX | 1-106ft. PC BEAM SPAN | 1999 | 35.608842 | -97.629467 | 106.601 | 52.999 | — | 1 | 0 | 3 | 50 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 88.8 | Very good (8) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | U | 16100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25679 BRKEY
25855 NBI No.
25855 On Under
1 Structure No.
5586T1145SX Control No.
086 Lane Ind.
S Milepoint
11450 Facility Carried
KILPATRICK TP EB Feature Intersected
BRANDON PL. UNDER Division
04 County
109 Location
123.68 Sufficiency
88.8 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
50 Bridge System
U Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
1999 ADT Total
16100 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
1 Road Width
50 Ref. Underclearance Rt.
H Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
52.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
106.601 Deck Width
52.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
N Culv. Rating
N Structure Rating
8 Deck Geometry
4 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
93.3 HS Inv. Rating Method
1 HS Inv. Method
55.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
25760 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1605 Max Measured Clearance
1710 Min Measured Clearance
1606 NBI Rating
25855 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
1-106ft. PC BEAM SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5586T1145SX H Index
100 Latitude
35:36:31.83 Longitude
-97:37:46.08 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
KILPATRICK TP EB Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
123.68EB NBI Text
25855 Vault Link
http://plansrv1/bridgemaintvault/b25855 GIS FO/SD
FO H Inv. Method
52.1 Latitude DD
35.608842 Longitude DD
-97.629467 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
25679 x
-10868062.5528587 y
4246931.26233314 |
|||||||||||||||||||||||||||||||||||||
| 25854 | 5586T1095 X | 25854 | — | MACARTHUR BLVD. | KILPATRICK TP UNDER | 5586T1095 X | 2-106ft. PC BEAM SPANS | 1999 | 35.609614 | -97.620614 | 210 | 90.669 | — | 2 | 40 | 4 | 87.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.9 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 17 - Collector (Urban) | U | 820 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25678 BRKEY
25854 NBI No.
25854 On Under
1 Structure No.
5586T1095 X Control No.
Lane Ind.
Milepoint
Facility Carried
MACARTHUR BLVD. Feature Intersected
KILPATRICK TP UNDER Division
04 County
109 Location
124.18 Sufficiency
97.9 Kind Hwy
5 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
87.999 Bridge System
U Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
17 - Collector (Urban) Year Built
1999 ADT Total
820 ADT Year
2022 Design Load
HS 20 Skew
40 No. Main Spans
2 Road Width
87.999 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
14.003 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
87.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
210 Deck Width
90.669 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
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
9 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
107 HS Inv. Rating Method
1 HS Inv. Method
50.6 H Operating Rating
1 H Inv. Rating Method
3 Future ADT
1312 Future ADT Year
2042 Bypass Detour
1.242742 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
35 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1702 Max Measured Clearance
1711 Min Measured Clearance
1702 NBI Rating
25854 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-106ft. PC BEAM SPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5586T1095 X H Index
99.2597 Latitude
35:36:34.61 Longitude
-97:37:14.21 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
2 Roadway Name
MACARTHUR BLVD. Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
124.18 NBI Text
25854 Vault Link
http://plansrv1/bridgemaintvault/b25854 GIS FO/SD
Meets Standards H Inv. Method
45.5 Latitude DD
35.609614 Longitude DD
-97.620614 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
6 Rural/Urban
Urban ARC_ID_NUM
25678 x
-10867077.0414067 y
4247036.96701649 |
|||||||||||||||||||||||||||||||||||||
| 25853 | 5586T1050 X | 25853 | — | MARTIN PARK CROSS | KILPATRICK TP UNDER | 5586T1050 X | 2 106ft. PC BEAM SPANS | 1999 | 35.609914 | -97.612517 | 212.001 | 42.667 | — | 2 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.9 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 19 - Local (Urban) | U | 820 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25677 BRKEY
25853 NBI No.
25853 On Under
1 Structure No.
5586T1050 X Control No.
Lane Ind.
Milepoint
Facility Carried
MARTIN PARK CROSS Feature Intersected
KILPATRICK TP UNDER Division
04 County
109 Location
124.64 Sufficiency
97.9 Kind Hwy
5 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
40 Bridge System
U Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
19 - Local (Urban) Year Built
1999 ADT Total
820 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
40 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
8.002 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
212.001 Deck Width
42.667 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
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
8 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
65.9 HS Inv. Rating Method
3 HS Inv. Method
39.5 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1312 Future ADT Year
2042 Bypass Detour
1.242742 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
35 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1803 Max Measured Clearance
1809 Min Measured Clearance
1804 NBI Rating
25853 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
2 106ft. PC BEAM SPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5586T1050 X H Index
98.7453 Latitude
35:36:35.69 Longitude
-97:36:45.06 I257A
0 I257B
0 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
MARTIN PARK CROSS Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
124.64 NBI Text
25853 Vault Link
http://plansrv1/bridgemaintvault/b25853 GIS FO/SD
Meets Standards H Inv. Method
37.6 Latitude DD
35.609914 Longitude DD
-97.612517 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
7 Rural/Urban
Urban ARC_ID_NUM
25677 x
-10866175.6874898 y
4247078.04424118 |
|||||||||||||||||||||||||||||||||||||
| 26126 | 5515 0355 X | 26126 | — | SE 36TH ST. | I-35 UNDER | 5515 0355 X | 2 -110ft. CONT. PLATE GIRDER SPANS X 62ft. CLR RDY AND 2-10ft. SIDEWALKS | 1999 | 35.428161 | -97.486286 | 220.144 | 64.199 | — | 2 | 0 | 5 | 61.998 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 93.8 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 16 - Minor Arterial (Urban) | A | 5000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25671 BRKEY
26126 NBI No.
26126 On Under
1 Structure No.
5515 0355 X Control No.
Lane Ind.
Milepoint
Facility Carried
SE 36TH ST. Feature Intersected
I-35 UNDER Division
04 County
109 Location
3.6 MI N CLEVELAND CO Sufficiency
93.8 Kind Hwy
5 Level Service
1 Route No.
00000 Service Type On
5 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
61.998 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
16 - Minor Arterial (Urban) Year Built
1999 ADT Total
5000 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
61.998 Ref. Underclearance Rt.
H Underclearance Right
12.198 Underclearance Left
10 Deck Structure Type
1 No. Lanes
5 Fill RCB
Appr. Roadway Width
61.998 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
220.144 Deck Width
64.199 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
4 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
4 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
102 HS Inv. Rating Method
1 HS Inv. Method
61 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
8000 Future ADT Year
2042 Bypass Detour
3 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
35 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1603 Max Measured Clearance
1703 Min Measured Clearance
1606 NBI Rating
26126 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
10 Rt. Curb SW
10 Description
2 -110ft. CONT. PLATE GIRDER SPANS X 62ft. CLR RDY AND 2-10ft. SIDEWALKS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5515 0355 X H Index
88.0021 Latitude
35:25:41.38 Longitude
-97:29:10.63 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
S.E. 36TH ST (GRAND BLVD) 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
26126 Vault Link
http://plansrv1/bridgemaintvault/b26126 GIS FO/SD
Meets Standards H Inv. Method
34 Latitude DD
35.428161 Longitude DD
-97.486286 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
25671 x
-10852123.7168474 y
4222219.82012602 |
|||||||||||||||||||||||||||||||||||||
| 26036 | 7260T0000 X | 26036 | — | 33RD AVE. W. | CREEK TP UNDER | 7260T0000 X | 40ft.-80ft.-80ft.-40ft. PC BEAM SPANS | 2000 | 36.00863611 | -96.02703056 | 241.499 | 32.972 | — | 4 | 0 | 2 | 29.987 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 87.9 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 17 - Collector (Urban) | R | 2000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25670 BRKEY
26036 NBI No.
26036 On Under
1 Structure No.
7260T0000 X Control No.
Lane Ind.
Milepoint
Facility Carried
33RD AVE. W. Feature Intersected
CREEK TP UNDER Division
08 County
143 Location
04.02 Sufficiency
87.9 Kind Hwy
5 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
17.001 Bridge System
R Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
17 - Collector (Urban) Year Built
2000 ADT Total
2000 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
4 Road Width
29.987 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
3.999 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
45.144 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
241.499 Deck Width
32.972 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
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
5 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
68.343 HS Inv. Rating Method
1 HS Inv. Method
40.896 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3200 Future ADT Year
2042 Bypass Detour
1.864114 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1607 Max Measured Clearance
1704 Min Measured Clearance
1607 NBI Rating
26036 ODOT County
72 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
40ft.-80ft.-80ft.-40ft. PC BEAM SPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7260T0000 X H Index
100 Latitude
36:00:31.09 Longitude
-96:01:37.31 I257A
0 I257B
0 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
33RD AVE. W. Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
04.02 NBI Text
26036 Vault Link
http://plansrv1/bridgemaintvault/b26036 GIS FO/SD
Meets Standards H Inv. Method
37.258 Latitude DD
36.00863611 Longitude DD
-96.02703056 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
6 Rural/Urban
Urban ARC_ID_NUM
25670 x
-10689680.1443293 y
4301809.75253791 |
|||||||||||||||||||||||||||||||||||||
| 26035 | 1950T0378 X | 26035 | — | CREEK TP | EQUIPMENT PASS UNDER | 1950T0378 X | 28ft. CONCRETE SLAB SPAN | 2000 | 36.00918056 | -96.03828611 | 30 | 120.997 | — | 1 | 0 | 4 | 118.999 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 76 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | R | 20300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25669 BRKEY
26035 NBI No.
26035 On Under
1 Structure No.
1950T0378 X Control No.
050 Lane Ind.
Milepoint
03780 Facility Carried
CREEK TP Feature Intersected
EQUIPMENT PASS UNDER Division
08 County
037 Location
03.38 Sufficiency
76 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
N Horizontal Clearance
99.9 Bridge System
R Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
2000 ADT Total
20300 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
1 Road Width
118.999 Ref. Underclearance Rt.
H Underclearance Right
2.001 Underclearance Left
2.001 Deck Structure Type
1 No. Lanes
4 Fill RCB
0 Appr. Roadway Width
110 Span Type Main
M Material
1 - Concrete Design
01 Length
30 Deck Width
120.997 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
N Culv. Rating
N Structure Rating
7 Deck Geometry
9 Underclearance
3 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
160.2 HS Inv. Rating Method
1 HS Inv. Method
96.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
32480 Future ADT Year
2042 Bypass Detour
123.652866 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1504 Max Measured Clearance
1611 Min Measured Clearance
1506 NBI Rating
26035 ODOT County
19 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
15.6 Bridge Med.
1 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
2 Lft. Curb SW
0 Rt. Curb SW
0 Description
28ft. CONCRETE SLAB SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1950T0378 X H Index
100 Latitude
36:00:33.05 Longitude
-96:02:17.83 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
CREEK TP Scour
N Design Structure
1 - Slab FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
03.38 NBI Text
26035 Vault Link
http://plansrv1/bridgemaintvault/b26035 GIS FO/SD
FO H Inv. Method
57 Latitude DD
36.00918056 Longitude DD
-96.03828611 ODOT County Number
19 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
25669 x
-10690933.1064239 y
4301884.67648279 |
|||||||||||||||||||||||||||||||||||||
| 26034 | 1950T0321 X | 26034 | — | S 49TH ST. W | CREEK TP UNDER | 1950T0321 XR | 58ft.-85ft.-85ft.-41ft. PC BEAM SPANS | 2000 | 36.0122 | -96.04736389 | 269.16 | 32.999 | — | 4 | 18 | 2 | 30 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 78.8 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 19 - Local (Urban) | R | 12200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25668 BRKEY
26034 NBI No.
26034 On Under
1 Structure No.
1950T0321 X Control No.
Lane Ind.
Milepoint
Facility Carried
S 49TH ST. W Feature Intersected
CREEK TP UNDER Division
08 County
037 Location
02.81 Sufficiency
78.8 Kind Hwy
5 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
30 Bridge System
R Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
19 - Local (Urban) Year Built
2000 ADT Total
12200 ADT Year
2022 Design Load
HS 20 Skew
18 No. Main Spans
4 Road Width
30 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
3.999 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
30 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
269.16 Deck Width
32.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
4 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
71.54 HS Inv. Rating Method
1 HS Inv. Method
42.549 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
19520 Future ADT Year
2042 Bypass Detour
1.864114 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
NA Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
2200 Max Measured Clearance
2402 Min Measured Clearance
1704 NBI Rating
26034 ODOT County
19 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
58ft.-85ft.-85ft.-41ft. PC BEAM SPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1950T0321 XR H Index
91.7307 Latitude
36:00:43.92 Longitude
-96:02:50.51 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
1 Roadway Name
S 49TH WEST AVE Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
02.81 NBI Text
26034 Vault Link
http://plansrv1/bridgemaintvault/b26034 GIS FO/SD
Meets Standards H Inv. Method
38.801 Latitude DD
36.0122 Longitude DD
-96.04736389 ODOT County Number
19 Maint. Dist.
8 HPMS Functional Class
7 Rural/Urban
Urban ARC_ID_NUM
25668 x
-10691943.640271 y
4302300.20310593 |
|||||||||||||||||||||||||||||||||||||
| 26033 | 1950T0269 X | 26033 | — | HILTON RD. | CREEK TP UNDER | 1950T0269 X | 41ft. - (2-90ft.)- 59ft. PC BEAM SPANS | 2000 | 36.01376389 | -96.05647778 | 280 | 32.972 | — | 4 | 26 | 2 | 30 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 78.8 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 17 - Collector (Urban) | R | 12200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25667 BRKEY
26033 NBI No.
26033 On Under
1 Structure No.
1950T0269 X Control No.
Lane Ind.
Milepoint
Facility Carried
HILTON RD. Feature Intersected
CREEK TP UNDER Division
08 County
037 Location
02.29 Sufficiency
78.8 Kind Hwy
5 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
30 Bridge System
R Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
17 - Collector (Urban) Year Built
2000 ADT Total
12200 ADT Year
2022 Design Load
HS 20 Skew
26 No. Main Spans
4 Road Width
30 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
3.999 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
30 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
280 Deck Width
32.972 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
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
4 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
75.178 HS Inv. Rating Method
1 HS Inv. Method
44.974 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
30880 Future ADT Year
2042 Bypass Detour
1.864114 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
NA Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1700 Max Measured Clearance
2209 Min Measured Clearance
1703 NBI Rating
26033 ODOT County
19 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
41ft. - (2-90ft.)- 59ft. PC BEAM SPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1950T0269 X H Index
91.4178 Latitude
36:00:49.55 Longitude
-96:03:23.32 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
HILTON RD Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
02.29 NBI Text
26033 Vault Link
http://plansrv1/bridgemaintvault/b26033 GIS FO/SD
Meets Standards H Inv. Method
38.03 Latitude DD
36.01376389 Longitude DD
-96.05647778 ODOT County Number
19 Maint. Dist.
8 HPMS Functional Class
6 Rural/Urban
Urban ARC_ID_NUM
25667 x
-10692958.193865 y
4302515.42739356 |
|||||||||||||||||||||||||||||||||||||
| 26032 | 1950T0221 XF | 26032 | — | CREEK TP W FRONT. | CREEK | 1950T0221SX | 3-100ft. PC BEAM SPANS | 2000 | 36.01677222 | -96.06408889 | 302.159 | 32.972 | — | 3 | 0 | 2 | 29.987 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 89.1 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | R | 1000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25666 BRKEY
26032 NBI No.
26032 On Under
1 Structure No.
1950T0221 XF Control No.
050 Lane Ind.
Milepoint
02210 Facility Carried
CREEK TP W FRONT. Feature Intersected
CREEK Division
08 County
037 Location
01.81S.F. Sufficiency
89.1 Kind Hwy
2 Level Service
8 Route No.
00000 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
99.9 Bridge System
R Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
12 - Principal Arterial Other Fwy/Expy (Urban) Year Built
2000 ADT Total
1000 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
29.987 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
46.982 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
302.159 Deck Width
32.972 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
7 Chan. Rating
9 Culv. Rating
N Structure Rating
7 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
81.9 HS Inv. Rating Method
1 HS Inv. Method
49 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1600 Future ADT Year
2042 Bypass Detour
1.599996 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
NA Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
26032 ODOT County
19 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-100ft. PC BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
F Alt. Structure Name
1950T0221SX H Index
90.5881 Latitude
36:01:00.38 Longitude
-96:03:50.72 I257A
0 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
CREEK TP W FRONT. Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
8 - Service and/or unclassified frontage road Historical Significance
5 Local Bridge ID
01.81SF NBI Text
26032 Vault Link
http://plansrv1/bridgemaintvault/b26032 GIS FO/SD
Meets Standards H Inv. Method
45.6 Latitude DD
36.01677222 Longitude DD
-96.06408889 ODOT County Number
19 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
25666 x
-10693805.4587546 y
4302929.44913474 |
|||||||||||||||||||||||||||||||||||||
| 26031 | 1950T0167 X | 26031 | — | HICKORY HILL RD. | CREEK TP UNDER | 1950T0207 X | 40ft. - 80ft. - 80ft. - 40ft. PC BEAM SPAN | 2000 | 36.01818611 | -96.06638333 | 241.499 | 32.972 | — | 4 | 4 | 2 | 30 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 78.8 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 19 - Local (Urban) | R | 12200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25665 BRKEY
26031 NBI No.
26031 On Under
1 Structure No.
1950T0167 X Control No.
Lane Ind.
Milepoint
Facility Carried
HICKORY HILL RD. Feature Intersected
CREEK TP UNDER Division
08 County
037 Location
01.67 Sufficiency
78.8 Kind Hwy
5 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
30 Bridge System
R Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
19 - Local (Urban) Year Built
2000 ADT Total
12200 ADT Year
2022 Design Load
HS 20 Skew
4 No. Main Spans
4 Road Width
30 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
3.999 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
30 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
241.499 Deck Width
32.972 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
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
4 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
6 HS Operating Rating Method
1 HS Operating Rating
68.343 HS Inv. Rating Method
1 HS Inv. Method
40.896 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
30880 Future ADT Year
2042 Bypass Detour
1.86 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1700 Max Measured Clearance
1710 Min Measured Clearance
1701 NBI Rating
26031 ODOT County
19 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
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
40ft. - 80ft. - 80ft. - 40ft. PC BEAM SPAN Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1950T0207 X H Index
100 Latitude
36:01:05.47 Longitude
-96:03:58.98 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
1 Roadway Name
HICKORY HILL RD Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
01.67 NBI Text
26031 Vault Link
http://plansrv1/bridgemaintvault/b26031 GIS FO/SD
Meets Standards H Inv. Method
37.258 Latitude DD
36.01818611 Longitude DD
-96.06638333 ODOT County Number
19 Maint. Dist.
8 HPMS Functional Class
7 Rural/Urban
Urban ARC_ID_NUM
25665 x
-10694060.874647 y
4303124.04135787 |
|||||||||||||||||||||||||||||||||||||
| 25945 | 2652T0046 X | 25945 | — | BAILEY NORMAN SPUR | CREEK | 2652T0046 X | 2-10ft.X 7ft. X 182ft. R.C.BOX | 2000 | 35.21275556 | -97.71018889 | 30.84 | 184.003 | — | 2 | 45 | 4 | 182.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 84.5 | Fair (5) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Fair (5) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 02 - Principal Arterial Other (Rural) | W | 5400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25664 BRKEY
25945 NBI No.
25945 On Under
1 Structure No.
2652T0046 X Control No.
052 Lane Ind.
Milepoint
00460 Facility Carried
BAILEY NORMAN SPUR Feature Intersected
CREEK Division
07 County
051 Location
MP 0.46 Sufficiency
84.5 Kind Hwy
8 Level Service
4 Route No.
00152 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
65.617 Bridge System
W Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
2000 ADT Total
5400 ADT Year
2022 Design Load
HS 20 Skew
45 No. Main Spans
2 Road Width
182.001 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
4 Fill RCB
15 Appr. Roadway Width
85 Span Type Main
M Material
1 - Concrete Design
19 Length
30.84 Deck Width
184.003 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
5 Structure Rating
5 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
0 HS Operating Rating
60.1 HS Inv. Rating Method
0 HS Inv. Method
36 H Operating Rating
0 H Inv. Rating Method
0 Future ADT
8640 Future ADT Year
2042 Bypass Detour
3.106856 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
80 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
25945 ODOT County
26 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft.X 7ft. X 182ft. R.C.BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2652T0046 X H Index
100 Latitude
35:12:45.92 Longitude
-97:42:36.68 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
BAILEY NORMAN SPUR Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
4 - Spur Historical Significance
5 Local Bridge ID
00.46 NBI Text
25945 Vault Link
http://plansrv1/bridgemaintvault/b25945 GIS FO/SD
Meets Standards H Inv. Method
20 Latitude DD
35.21275556 Longitude DD
-97.71018889 ODOT County Number
26 Maint. Dist.
7 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
25664 x
-10877048.4725494 y
4192831.49421162 |
|||||||||||||||||||||||||||||||||||||
| 25944 | 2642T3158EX | 25944 | — | BAILEY NORMAN SPUR | BAILEY A TP (I-44) UNDER | 2652T0000EX | 2-105ft. P.C. BULB TEE BEAM SPANS | 2000 | 35.21719167 | -97.71594722 | 210 | 52.986 | — | 2 | 0 | 3 | 49.213 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 92.1 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 02 - Principal Arterial Other (Rural) | W | 2700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25663 BRKEY
25944 NBI No.
25944 On Under
1 Structure No.
2642T3158EX Control No.
Lane Ind.
Milepoint
Facility Carried
BAILEY NORMAN SPUR Feature Intersected
BAILEY A TP (I-44) UNDER Division
07 County
051 Location
00.01S Sufficiency
92.1 Kind Hwy
8 Level Service
4 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
51.499 Bridge System
W Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
2000 ADT Total
2700 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
49.213 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
4.003 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
65.617 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
210 Deck Width
52.986 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
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
99.6 HS Inv. Rating Method
1 HS Inv. Method
33.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4320 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
80 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1701 Max Measured Clearance
1906 Min Measured Clearance
1701 NBI Rating
25944 ODOT County
26 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-105ft. P.C. BULB TEE BEAM SPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2652T0000EX H Index
100 Latitude
35:13:01.89 Longitude
-97:42:57.41 I257A
1 I257B
1 I257C
0 I257D
1 I257E
0 I263
2 Roadway Name
BAILEY NORMAN SPUR Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
4 - Spur Historical Significance
5 Local Bridge ID
00.01S NBI Text
25944 Vault Link
http://plansrv1/bridgemaintvault/b25944 GIS FO/SD
Meets Standards H Inv. Method
38.9 Latitude DD
35.21719167 Longitude DD
-97.71594722 ODOT County Number
26 Maint. Dist.
7 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
25663 x
-10877689.4869128 y
4193435.93606772 |