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 | |||||||||||||||||||||||||||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 25818 | 2506 1080 X | 25818 | — | U.S. 177 | SPRING BROOK CREEK | 2506 1080 X | 3-40ft.PC BM SPANS, 40 | 1999 | 34.79418889 | -96.96770833 | 118.11 | 41.499 | — | 3 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99.5 | Very good (8) | Satisfactory (6) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 2300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25846 BRKEY
25818 NBI No.
25818 On Under
1 Structure No.
2506 1080 X Control No.
006 Lane Ind.
Milepoint
10800 Facility Carried
U.S. 177 Feature Intersected
SPRING BROOK CREEK Division
03 County
049 Location
0.2 MI S JCT SH 19 Sufficiency
99.5 Kind Hwy
2 Level Service
1 Route No.
00177 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
23.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1999 ADT Total
2300 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
118.11 Deck Width
41.499 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
6 Super Rating
8 Sub Rating
8 Chan. Rating
9 Culv. Rating
N Structure Rating
8 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
9 HS Operating Rating Method
1 HS Operating Rating
62 HS Inv. Rating Method
1 HS Inv. Method
37 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3680 Future ADT Year
2042 Bypass Detour
3.106856 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
35 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
25818 ODOT County
25 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-40ft.PC BM SPANS, 40 Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2506 1080 X H Index
92.1325 Latitude
34:47:39.08 Longitude
-96:58:03.75 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 177 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
25818 Vault Link
http://plansrv1/bridgemaintvault/b25818 GIS FO/SD
Meets Standards H Inv. Method
29 Latitude DD
34.79418889 Longitude DD
-96.96770833 ODOT County Number
25 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
25846 x
-10794395.9146863 y
4135947.29121508 |
|||||||||||||||||||||||||||||||||||||
| 25817 | 0814 0326 X | 25817 | — | U.S. 281 | CREEK | 0814 0326 X | 1-98ft. P.C. BEAM SPAN | 2002 | 35.35017222 | -98.36193333 | 98.097 | 41.001 | — | 1 | 0 | 2 | 39.37 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 90.9 | Satisfactory (6) | Fair (5) | Satisfactory (6) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 2100 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
25845 BRKEY
25817 NBI No.
25817 On Under
1 Structure No.
0814 0326 X Control No.
014 Lane Ind.
Milepoint
03260 Facility Carried
U.S. 281 Feature Intersected
CREEK Division
07 County
015 Location
3.3 N SH152 IN BINGER Sufficiency
90.9 Kind Hwy
2 Level Service
1 Route No.
00281 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
38.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
2002 ADT Total
2100 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
1 Road Width
39.37 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
98.097 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
5 Super Rating
6 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
6 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
83 HS Inv. Rating Method
1 HS Inv. Method
38 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3360 Future ADT Year
2042 Bypass Detour
42.874612 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
25817 ODOT County
08 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
1-98ft. P.C. BEAM SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0814 0326 X H Index
86.5419 Latitude
35:21:00.62 Longitude
-98:21:42.96 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 281 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
36 NBI Text
25817 Vault Link
http://plansrv1/bridgemaintvault/b25817 GIS FO/SD
Meets Standards H Inv. Method
26 Latitude DD
35.35017222 Longitude DD
-98.36193333 ODOT County Number
8 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
25845 x
-10949600.3317375 y
4211570.56191594 |
|||||||||||||||||||||||||||||||||||||
| 25816 | 0814 0169 X | 25816 | — | U.S. 281 | CREEK | 0814 0169 X | 1-102ft. P.C. BEAM SPAN | 2002 | 35.32881667 | -98.356175 | 100.066 | 41.001 | — | 1 | 30 | 2 | 39.37 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 92 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 2100 | 2022 | 4 | Unmatched |
|
Raw data
OBJECTID
25844 BRKEY
25816 NBI No.
25816 On Under
1 Structure No.
0814 0169 X Control No.
014 Lane Ind.
Milepoint
01690 Facility Carried
U.S. 281 Feature Intersected
CREEK Division
07 County
015 Location
1.7 N SH152 BINGER Sufficiency
92 Kind Hwy
2 Level Service
1 Route No.
00281 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
36.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
2002 ADT Total
2100 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
1 Road Width
39.37 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
36.089 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
100.066 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
7 Culv. Rating
N Structure Rating
7 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
83 HS Inv. Rating Method
1 HS Inv. Method
38 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3360 Future ADT Year
2042 Bypass Detour
42.874612 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
25816 ODOT County
08 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
1-102ft. P.C. BEAM SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0814 0169 X H Index
98.2925 Latitude
35:19:43.74 Longitude
-98:21:22.23 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 281 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
35 NBI Text
25816 Vault Link
http://plansrv1/bridgemaintvault/b25816 GIS FO/SD
Meets Standards H Inv. Method
26 Latitude DD
35.32881667 Longitude DD
-98.356175 ODOT County Number
8 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
25844 x
-10948959.3173741 y
4208656.28570413 |
|||||||||||||||||||||||||||||||||||||
| 25719 | 4906 0509 X | 25719 | — | S.H. 20 | CREEK | 4906 0509 X | 50ft.-50ft.-50ft. PC BM W/82 CLR.ft.RDWY. | 1998 | 36.30723611 | -95.34426667 | 149.934 | 83.999 | — | 3 | 0 | 4 | 82.021 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 83.8 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 8100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25837 BRKEY
25719 NBI No.
25719 On Under
1 Structure No.
4906 0509 X Control No.
006 Lane Ind.
Milepoint
05090 Facility Carried
S.H. 20 Feature Intersected
CREEK Division
08 County
097 Location
5.1 MI E ROGERS CO Sufficiency
83.8 Kind Hwy
3 Level Service
1 Route No.
00020 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
82.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1998 ADT Total
8100 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
82.021 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
82.021 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
149.934 Deck Width
83.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
72 HS Inv. Rating Method
1 HS Inv. Method
43 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
12960 Future ADT Year
2042 Bypass Detour
44.117354 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
25719 ODOT County
49 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
50ft.-50ft.-50ft. PC BM W/82 CLR.ft.RDWY. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4906 0509 X H Index
99.8462 Latitude
36:18:26.05 Longitude
-95:20:39.36 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 20 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
25719 Vault Link
http://plansrv1/bridgemaintvault/b25719 GIS FO/SD
Meets Standards H Inv. Method
34 Latitude DD
36.30723611 Longitude DD
-95.34426667 ODOT County Number
49 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
25837 x
-10613675.2157625 y
4342979.35562607 |
|||||||||||||||||||||||||||||||||||||
| 25718 | 4906 0489 X | 25718 | — | S.H. 20 | PRYOR CREEK | 4906 0489 X | (65ft.-65ft.-100ft.-65ft.-65 | 1998 | 36.30725278 | -95.34808889 | 359.908 | 83.999 | — | 5 | 0 | 4 | 82.001 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 83.9 | Satisfactory (6) | Good (7) | Satisfactory (6) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 8100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25836 BRKEY
25718 NBI No.
25718 On Under
1 Structure No.
4906 0489 X Control No.
006 Lane Ind.
Milepoint
04890 Facility Carried
S.H. 20 Feature Intersected
PRYOR CREEK Division
08 County
097 Location
5.0 MI E ROGERS CO Sufficiency
83.9 Kind Hwy
3 Level Service
1 Route No.
00020 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
82.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1998 ADT Total
8100 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
5 Road Width
82.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
82.021 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
359.908 Deck Width
83.999 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
6 Sub Rating
6 Chan. Rating
8 Culv. Rating
N Structure Rating
6 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
64 HS Inv. Rating Method
1 HS Inv. Method
38 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
12960 Future ADT Year
2042 Bypass Detour
34.175415 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
25718 ODOT County
49 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
(65ft.-65ft.-100ft.-65ft.-65 Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4906 0489 X H Index
99.838 Latitude
36:18:26.11 Longitude
-95:20:53.12 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 20 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
25718 Vault Link
http://plansrv1/bridgemaintvault/b25718 GIS FO/SD
Meets Standards H Inv. Method
28 Latitude DD
36.30725278 Longitude DD
-95.34808889 ODOT County Number
49 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
25836 x
-10614100.7033466 y
4342981.6583971 |
|||||||||||||||||||||||||||||||||||||
| 25717 | 4906 0345 X | 25717 | — | S.H. 20 | CREEK | 4906 0345 X | (13ft.-17ft.-13ft.) X 10ft. | 1998 | 36.30729167 | -95.37406944 | 54.134 | 0 | — | 3 | 30 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 66.9 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 8100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25835 BRKEY
25717 NBI No.
25717 On Under
1 Structure No.
4906 0345 X Control No.
006 Lane Ind.
Milepoint
03450 Facility Carried
S.H. 20 Feature Intersected
CREEK Division
08 County
097 Location
3.3 MI E ROGERS CO Sufficiency
66.9 Kind Hwy
3 Level Service
1 Route No.
00020 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
82.001 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1998 ADT Total
8100 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
FG Appr. Roadway Width
82.001 Span Type Main
M Material
1 - Concrete Design
19 Length
54.134 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 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
12960 Future ADT Year
2042 Bypass Detour
34.175415 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
25717 ODOT County
49 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(13ft.-17ft.-13ft.) X 10ft. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4906 0345 X H Index
99.0529 Latitude
36:18:26.25 Longitude
-95:22:26.65 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 20 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
25717 Vault Link
http://plansrv1/bridgemaintvault/b25717 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
36.30729167 Longitude DD
-95.37406944 ODOT County Number
49 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
25835 x
-10616992.8449431 y
4342987.03061048 |
|||||||||||||||||||||||||||||||||||||
| 25986 | 7336T0025NX | 25986 | — | CREEK TP | BROKEN ARROW CREEK | 7336T0025NX | 75ft.-83ft.-75ft. PC BEAM SPANS | 2000 | 35.993678 | -95.758753 | 213.999 | 41.001 | — | 3 | 5 | 2 | 37.992 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95 | 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 | 6450 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25828 BRKEY
25986 NBI No.
25986 On Under
1 Structure No.
7336T0025NX Control No.
036 Lane Ind.
N Milepoint
00250 Facility Carried
CREEK TP Feature Intersected
BROKEN ARROW CREEK Division
01 County
145 Location
20.75N Sufficiency
95 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40.978 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
6450 ADT Year
2022 Design Load
HS 20 Skew
5 No. Main Spans
3 Road Width
37.992 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
54.987 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
213.999 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
9 Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
109.8 HS Inv. Rating Method
1 HS Inv. Method
65.9 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
10320 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
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
25986 ODOT County
73 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
75ft.-83ft.-75ft. PC BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7336T0025NX H Index
91.6097 Latitude
35:59:37.24 Longitude
-95:45:31.51 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
CREEK TP Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
20.75 N NBI Text
25986 Vault Link
http://plansrv1/bridgemaintvault/b25986 GIS FO/SD
Meets Standards H Inv. Method
59.6 Latitude DD
35.993678 Longitude DD
-95.758753 ODOT County Number
73 Maint. Dist.
1 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
25828 x
-10659815.6229589 y
4299751.50945849 |
|||||||||||||||||||||||||||||||||||||
| 25985 | 7336T0025SX | 25985 | — | CREEK TP | BROKEN ARROW CREEK | 7336T0025SX | 75ft. - 83ft. - 75ft. PC BEAM SPANS | 2000 | 35.993364 | -95.758869 | 232.999 | 40.978 | — | 3 | 10 | 2 | 37.992 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95 | 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 | 6450 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25827 BRKEY
25985 NBI No.
25985 On Under
1 Structure No.
7336T0025SX Control No.
036 Lane Ind.
S Milepoint
00250 Facility Carried
CREEK TP Feature Intersected
BROKEN ARROW CREEK Division
01 County
145 Location
20.75S Sufficiency
95 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40.978 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
6450 ADT Year
2022 Design Load
HS 20 Skew
10 No. Main Spans
3 Road Width
37.992 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
45 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
232.999 Deck Width
40.978 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
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
118.1 HS Inv. Rating Method
1 HS Inv. Method
70.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
10320 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
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
25985 ODOT County
73 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
75ft. - 83ft. - 75ft. PC BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7336T0025SX H Index
91.0676 Latitude
35:59:36.11 Longitude
-95:45:31.93 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
CREEK TP Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
20.75 S NBI Text
25985 Vault Link
http://plansrv1/bridgemaintvault/b25985 GIS FO/SD
Meets Standards H Inv. Method
59.6 Latitude DD
35.993364 Longitude DD
-95.758869 ODOT County Number
73 Maint. Dist.
1 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
25827 x
-10659828.5360198 y
4299708.30709185 |
|||||||||||||||||||||||||||||||||||||
| 25984 | 7336T0113 X | 25984 | — | E. 111TH. ST. S. | CREEK TP UNDER | 7336T0145 X | 59ft.-80ft.-80ft.-59ft. PC BEAM SPANS | 2000 | 36.002831 | -95.748256 | 277.159 | 40 | — | 4 | 0 | 2 | 30 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 68.3 | 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
25826 BRKEY
25984 NBI No.
25984 On Under
1 Structure No.
7336T0113 X Control No.
Lane Ind.
Milepoint
Facility Carried
E. 111TH. ST. S. Feature Intersected
CREEK TP UNDER Division
01 County
145 Location
21.71 Sufficiency
68.3 Kind Hwy
5 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
39.993 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
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
45 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
277.159 Deck Width
40 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
5 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
89.949 HS Inv. Rating Method
1 HS Inv. Method
53.793 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
3200 Future ADT Year
2042 Bypass Detour
123.652866 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
1710 Min Measured Clearance
1700 NBI Rating
25984 ODOT County
73 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
6.667 Description
59ft.-80ft.-80ft.-59ft. PC BEAM SPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7336T0145 X H Index
100 Latitude
36:00:10.19 Longitude
-95:44:53.72 I257A
0 I257B
0 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
E. 111TH. ST. S. Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
21.71 NBI Text
25984 Vault Link
http://plansrv1/bridgemaintvault/b25984 GIS FO/SD
Meets Standards H Inv. Method
47.73 Latitude DD
36.002831 Longitude DD
-95.748256 ODOT County Number
73 Maint. Dist.
1 HPMS Functional Class
6 Rural/Urban
Urban ARC_ID_NUM
25826 x
-10658647.102264 y
4301010.92027076 |
|||||||||||||||||||||||||||||||||||||
| 25983 | 7336T0000SX | 25983 | — | CREEK TP | S. 193RD E. AVE. UNDER | 7336T0000SX | 37ft.-90ft.-37ft. PC BEAM SPANS | 2000 | 35.993367 | -95.761947 | 164.16 | 40.978 | — | 3 | 0 | 2 | 37.999 | 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 | 12 - Principal Arterial Other Fwy/Expy (Urban) | R | 6450 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25825 BRKEY
25983 NBI No.
25983 On Under
1 Structure No.
7336T0000SX Control No.
036 Lane Ind.
S Milepoint
00000 Facility Carried
CREEK TP Feature Intersected
S. 193RD E. AVE. UNDER Division
01 County
145 Location
20.57S Sufficiency
92.9 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
41.001 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
6450 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
H Underclearance Right
4.501 Underclearance Left
4.501 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
45 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
164.16 Deck Width
40.978 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
7 HS Operating Rating Method
1 HS Operating Rating
57.6 HS Inv. Rating Method
1 HS Inv. Method
35.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
10320 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
1509 Max Measured Clearance
1802 Min Measured Clearance
1601 NBI Rating
25983 ODOT County
73 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
37ft.-90ft.-37ft. PC BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7336T0000SX H Index
91.2473 Latitude
35:59:36.12 Longitude
-95:45:43.01 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
20.57 S NBI Text
25983 Vault Link
http://plansrv1/bridgemaintvault/b25983 GIS FO/SD
Meets Standards H Inv. Method
26.8 Latitude DD
35.993367 Longitude DD
-95.761947 ODOT County Number
73 Maint. Dist.
1 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
25825 x
-10660171.1774124 y
4299708.7198525 |
|||||||||||||||||||||||||||||||||||||
| 25982 | 7336T0000NX | 25982 | — | CREEK TP | S. 193RD E. AVE. UNDER | 7336T0000NX | 37-90-37 PC BEAM SPANS | 2000 | 35.993678 | -95.761947 | 164.16 | 40.978 | — | 3 | 0 | 2 | 37.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 92.6 | 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 | 6450 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25824 BRKEY
25982 NBI No.
25982 On Under
1 Structure No.
7336T0000NX Control No.
036 Lane Ind.
N Milepoint
00000 Facility Carried
CREEK TP Feature Intersected
S. 193RD E. AVE. UNDER Division
01 County
145 Location
20;57N Sufficiency
92.6 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
40.978 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
6450 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
H Underclearance Right
4.501 Underclearance Left
4.501 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
45 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
164.16 Deck Width
40.978 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
7 HS Operating Rating Method
1 HS Operating Rating
57.6 HS Inv. Rating Method
1 HS Inv. Method
34.6 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
10320 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
1509 Max Measured Clearance
1708 Min Measured Clearance
1601 NBI Rating
25982 ODOT County
73 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
37-90-37 PC BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7336T0000NX H Index
91.2473 Latitude
35:59:37.24 Longitude
-95:45:43.01 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
20.57 N NBI Text
25982 Vault Link
http://plansrv1/bridgemaintvault/b25982 GIS FO/SD
Meets Standards H Inv. Method
26.8 Latitude DD
35.993678 Longitude DD
-95.761947 ODOT County Number
73 Maint. Dist.
1 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
25824 x
-10660171.1774124 y
4299751.50945849 |
|||||||||||||||||||||||||||||||||||||
| 25981 | 7262T0650SX | 25981 | — | CREEK TP | EB B.A. CREEK | 7262T0680 X | 2-93ft. PC BEAM SPANS | 2000 | 35.99123611 | -95.77751389 | 187.5 | 40.978 | — | 2 | 0 | 2 | 37.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95 | 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 | 6450 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25823 BRKEY
25981 NBI No.
25981 On Under
1 Structure No.
7262T0650SX Control No.
062 Lane Ind.
S Milepoint
06500 Facility Carried
CREEK TP Feature Intersected
EB B.A. CREEK Division
08 County
143 Location
19.67N Sufficiency
95 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40.978 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
6450 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
37.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
45 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
187.5 Deck Width
40.978 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
8 Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
122.2 HS Inv. Rating Method
1 HS Inv. Method
73.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
10320 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
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
25981 ODOT County
72 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-93ft. PC BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7262T0680 X H Index
91.0274 Latitude
35:59:28.45 Longitude
-95:46:39.05 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
CREEK TP Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
19.67 S NBI Text
25981 Vault Link
http://plansrv1/bridgemaintvault/b25981 GIS FO/SD
Meets Standards H Inv. Method
64 Latitude DD
35.99123611 Longitude DD
-95.77751389 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
25823 x
-10661904.0756805 y
4299415.54129225 |
|||||||||||||||||||||||||||||||||||||
| 25892 | 0943T0935 X | 25892 | — | KILPATRICK TP | CREEK | 5586T0152 X | 4-15ft.X10ft. R.C.BOX | 1972 | 35.483975 | -97.71137222 | 62.999 | 247.999 | — | 4 | 0 | 5 | 246.001 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 91.4 | 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 | 12 - Principal Arterial Other Fwy/Expy (Urban) | U | 20100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25822 BRKEY
25892 NBI No.
25892 On Under
1 Structure No.
0943T0935 X Control No.
043 Lane Ind.
Milepoint
09350 Facility Carried
KILPATRICK TP Feature Intersected
CREEK Division
04 County
017 Location
111.82 Sufficiency
91.4 Kind Hwy
8 Level Service
1 Route No.
00240 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
1972 ADT Total
20100 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
4 Road Width
246.001 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
N No. Lanes
5 Fill RCB
16 Appr. Roadway Width
76.001 Span Type Main
M Material
1 - Concrete Design
19 Length
62.999 Deck Width
247.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
8 Structure Rating
8 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
257.5 HS Inv. Rating Method
1 HS Inv. Method
86.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
32160 Future ADT Year
2042 Bypass Detour
3.728227 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
25892 ODOT County
09 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
4-15ft.X10ft. R.C.BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
5586T0152 X H Index
100 Latitude
35:29:02.31 Longitude
-97:42:40.94 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
KILPATRICK TP Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
111.82 NBI Text
25892 Vault Link
http://plansrv1/bridgemaintvault/b25892 GIS FO/SD
Meets Standards H Inv. Method
72.9 Latitude DD
35.483975 Longitude DD
-97.71137222 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
25822 x
-10877180.2002424 y
4229847.47487568 |
|||||||||||||||||||||||||||||||||||||
| 25891 | 0905T3502 X | 25891 | — | KILPATRICK TP NB | I-40 UNDER | 0943T1083WX | 107ft.-92ft.-96ft.-97ft. WF SPAN | 2000 | 35.462278 | -97.710981 | 392.999 | 50.699 | — | 4 | 17 | 2 | 47.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94.9 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 12 - Principal Arterial Other Fwy/Expy (Urban) | U | 7150 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25821 BRKEY
25891 NBI No.
25891 On Under
1 Structure No.
0905T3502 X Control No.
Lane Ind.
Milepoint
Facility Carried
KILPATRICK TP NB Feature Intersected
I-40 UNDER Division
04 County
017 Location
110.30NB Sufficiency
94.9 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
47.999 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
7150 ADT Year
2022 Design Load
HS 20 Skew
17 No. Main Spans
4 Road Width
47.999 Ref. Underclearance Rt.
H Underclearance Right
14.436 Underclearance Left
9.186 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
68.898 Span Type Main
M Material
3 - Steel Design
02 Length
392.999 Deck Width
50.699 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
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
80.3 HS Inv. Rating Method
1 HS Inv. Method
48.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
11440 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
1610 Max Measured Clearance
1901 Min Measured Clearance
1707 NBI Rating
25891 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
107ft.-92ft.-96ft.-97ft. WF SPAN Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0943T1083WX H Index
96.513 Latitude
35:27:44.2 Longitude
-97:42:39.53 I257A
1 I257B
1 I257C
0 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
110.30 NB NBI Text
25891 Vault Link
http://plansrv1/bridgemaintvault/b25891 GIS FO/SD
Meets Standards H Inv. Method
29.8 Latitude DD
35.462278 Longitude DD
-97.710981 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
25821 x
-10877136.6498312 y
4226881.68998652 |
|||||||||||||||||||||||||||||||||||||
| 25890 | 0905T3500 X | 25890 | — | KILPATRICK TP SB | I-40 UNDER | 0943T1083EX | 107-92-96-97 WF SPAN | 2000 | 35.462394 | -97.711433 | 392.999 | 50.699 | — | 4 | 17 | 3 | 47.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 88.9 | Good (7) | Good (7) | 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 | 9250 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25820 BRKEY
25890 NBI No.
25890 On Under
1 Structure No.
0905T3500 X Control No.
Lane Ind.
Milepoint
Facility Carried
KILPATRICK TP SB Feature Intersected
I-40 UNDER Division
04 County
017 Location
110.30SB Sufficiency
88.9 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
47.999 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
9250 ADT Year
2022 Design Load
HS 20 Skew
17 No. Main Spans
4 Road Width
47.999 Ref. Underclearance Rt.
H Underclearance Right
15 Underclearance Left
3.002 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
68.898 Span Type Main
M Material
3 - Steel Design
02 Length
392.999 Deck Width
50.699 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
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
80.3 HS Inv. Rating Method
1 HS Inv. Method
48.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
14800 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
1610 Max Measured Clearance
2001 Min Measured Clearance
1611 NBI Rating
25890 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
107-92-96-97 WF SPAN Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0943T1083EX H Index
96.5724 Latitude
35:27:44.62 Longitude
-97:42:41.16 I257A
1 I257B
1 I257C
0 I257D
1 I257E
0 I263
2 Roadway Name
KILPATRICK TP SB Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
110.30 SB NBI Text
25890 Vault Link
http://plansrv1/bridgemaintvault/b25890 GIS FO/SD
FO H Inv. Method
29.8 Latitude DD
35.462394 Longitude DD
-97.711433 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
25820 x
-10877186.9662411 y
4226897.54401639 |
|||||||||||||||||||||||||||||||||||||
| 25889 | 0905 3465SXF | 25889 | — | I-40 FRTG. RD. EB | RENO AVE. UNDER | 0905 3465SXF | 60-75-75-58 WF SPANS | 2000 | 35.46453889 | -97.71920556 | 269.8 | 43.497 | — | 4 | 58 | 2 | 39.498 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 96 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | A | 820 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25819 BRKEY
25889 NBI No.
25889 On Under
1 Structure No.
0905 3465SXF Control No.
005 Lane Ind.
S Milepoint
34650 Facility Carried
I-40 FRTG. RD. EB Feature Intersected
RENO AVE. UNDER Division
04 County
017 Location
I-40 AND RENO AVE. Sufficiency
96 Kind Hwy
8 Level Service
8 Route No.
00040 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
39.498 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
2000 ADT Total
820 ADT Year
2022 Design Load
HS 20 Skew
58 No. Main Spans
4 Road Width
39.498 Ref. Underclearance Rt.
H Underclearance Right
1.499 Underclearance Left
1.499 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
269.8 Deck Width
43.497 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
62.17 HS Inv. Rating Method
1 HS Inv. Method
37.258 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1312 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1510 Max Measured Clearance
1606 Min Measured Clearance
1605 NBI Rating
25889 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
60-75-75-58 WF SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
F Alt. Structure Name
0905 3465SXF H Index
87.4905 Latitude
35:27:52.34 Longitude
-97:43:09.14 I257A
1 I257B
1 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
I-40 FRTG. RD. EB Scour
N 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
NBI Text
25889 Vault Link
http://plansrv1/bridgemaintvault/b25889 GIS FO/SD
FO H Inv. Method
24.692 Latitude DD
35.46453889 Longitude DD
-97.71920556 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
25819 x
-10878052.2036624 y
4227190.69598217 |
|||||||||||||||||||||||||||||||||||||
| 25888 | 0905 3465NXF | 25888 | — | I-40 FRTG. RD. WB | RENO AVE. UNDER | 0905 3465NXF | 55 79 79 55 WF SPANS SKEWED 60 DEG LF | 2000 | 35.464525 | -97.71755556 | 270 | 40.65 | — | 4 | 60 | 2 | 36.65 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 91 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | A | 820 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25818 BRKEY
25888 NBI No.
25888 On Under
1 Structure No.
0905 3465NXF Control No.
005 Lane Ind.
N Milepoint
34650 Facility Carried
I-40 FRTG. RD. WB Feature Intersected
RENO AVE. UNDER Division
04 County
017 Location
I-40 AND RENO AVE. Sufficiency
91 Kind Hwy
8 Level Service
8 Route No.
00040 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
36.65 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
2000 ADT Total
820 ADT Year
2022 Design Load
HS 20 Skew
60 No. Main Spans
4 Road Width
36.65 Ref. Underclearance Rt.
H Underclearance Right
1.499 Underclearance Left
1.499 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
50 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
270 Deck Width
40.65 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
62.17 HS Inv. Rating Method
1 HS Inv. Method
37.258 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1312 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
1700 Min Measured Clearance
1608 NBI Rating
25888 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
55 79 79 55 WF SPANS SKEWED 60 DEG LF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
F Alt. Structure Name
0905 3465NXF H Index
86.7538 Latitude
35:27:52.29 Longitude
-97:43:03.2 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-40 FRTG. RD. WB Scour
N 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
NBI Text
25888 Vault Link
http://plansrv1/bridgemaintvault/b25888 GIS FO/SD
FO H Inv. Method
24.692 Latitude DD
35.464525 Longitude DD
-97.71755556 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
25818 x
-10877868.5265026 y
4227188.79754693 |
|||||||||||||||||||||||||||||||||||||
| 25887 | 0943T1068SXR | 25887 | — | KILP. TP RAMP N-W | RENO AVE. UNDER | 0943T1068EXR | 57-99-58 WF SPANS | 2000 | 35.464564 | -97.712064 | 225.2 | 27.7 | — | 3 | 46 | 1 | 25 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 90.9 | 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) | U | 820 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25817 BRKEY
25887 NBI No.
25887 On Under
1 Structure No.
0943T1068SXR Control No.
043 Lane Ind.
S Milepoint
10680 Facility Carried
KILP. TP RAMP N-W Feature Intersected
RENO AVE. UNDER Division
04 County
017 Location
110.48R Sufficiency
90.9 Kind Hwy
8 Level Service
7 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
25 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
46 No. Main Spans
3 Road Width
25 Ref. Underclearance Rt.
H Underclearance Right
2.001 Underclearance Left
2.001 Deck Structure Type
1 No. Lanes
1 Fill RCB
Appr. Roadway Width
36.089 Span Type Main
M Material
3 - Steel Design
02 Length
225.2 Deck Width
27.7 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
7 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
89.6 HS Inv. Rating Method
1 HS Inv. Method
53.6 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
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1502 Max Measured Clearance
1905 Min Measured Clearance
1701 NBI Rating
25887 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
57-99-58 WF SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
R Alt. Structure Name
0943T1068EXR H Index
99.8683 Latitude
35:27:52.43 Longitude
-97:42:43.43 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
KILP. TP RAMP N-W Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
7 - Ramp, Wye, Connector, etc. Historical Significance
5 Local Bridge ID
110.48WR NBI Text
25887 Vault Link
http://plansrv1/bridgemaintvault/b25887 GIS FO/SD
FO H Inv. Method
37.8 Latitude DD
35.464564 Longitude DD
-97.712064 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
25817 x
-10877257.2088398 y
4227194.12792747 |
|||||||||||||||||||||||||||||||||||||
| 26069 | 1918 1941 X | 26069 | — | S.H. 33 | TIGER CREEK | 1918 1941 X | 46ft.-59ft.-46ft. PCB SPAN | 2002 | 35.98850833 | -96.2854 | 150.919 | 42.001 | — | 3 | 30 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 90.2 | Good (7) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 4400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25808 BRKEY
26069 NBI No.
26069 On Under
1 Structure No.
1918 1941 X Control No.
018 Lane Ind.
Milepoint
19410 Facility Carried
S.H. 33 Feature Intersected
TIGER CREEK Division
08 County
037 Location
19.5 MI E PAYNE C/L Sufficiency
90.2 Kind Hwy
3 Level Service
1 Route No.
00033 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
2002 ADT Total
4400 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
30 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
150.919 Deck Width
42.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
7 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
58 HS Inv. Rating Method
1 HS Inv. Method
32 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
7040 Future ADT Year
2042 Bypass Detour
22.990734 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
26069 ODOT County
19 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
46ft.-59ft.-46ft. PCB SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
1918 1941 X H Index
96.1821 Latitude
35:59:18.63 Longitude
-96:17:07.44 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 33 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
26069 Vault Link
http://plansrv1/bridgemaintvault/b26069 GIS FO/SD
Meets Standards H Inv. Method
25 Latitude DD
35.98850833 Longitude DD
-96.2854 ODOT County Number
19 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
25808 x
-10718441.6988267 y
4299040.25116196 |
|||||||||||||||||||||||||||||||||||||
| 25980 | 7262T0630 X | 25980 | — | S. 177TH E. AVE. | CREEK TP UNDER | 7262T0630 X | 2-113ft. PC BEAM SPANS | 2000 | 35.990883 | -95.779586 | 226.001 | 40 | — | 2 | 0 | 2 | 26 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 59 | 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 | 12900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25804 BRKEY
25980 NBI No.
25980 On Under
1 Structure No.
7262T0630 X Control No.
062 Lane Ind.
Milepoint
06300 Facility Carried
S. 177TH E. AVE. Feature Intersected
CREEK TP UNDER Division
08 County
143 Location
19.54 Sufficiency
59 Kind Hwy
5 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
9.902 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
12900 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
2 Road Width
26 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
10 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
24 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
226.001 Deck Width
40 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
3 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
98.3 HS Inv. Rating Method
1 HS Inv. Method
51.1 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
20640 Future ADT Year
2042 Bypass Detour
123.652866 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1806 Max Measured Clearance
2204 Min Measured Clearance
1810 NBI Rating
25980 ODOT County
72 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
6.562 Description
2-113ft. PC BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7262T0630 X H Index
90.2731 Latitude
35:59:27.18 Longitude
-95:46:46.51 I257A
0 I257B
0 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
S. 177TH E. AVE. Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
19.54 NBI Text
25980 Vault Link
http://plansrv1/bridgemaintvault/b25980 GIS FO/SD
FO H Inv. Method
46.2 Latitude DD
35.990883 Longitude DD
-95.779586 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
6 Rural/Urban
Urban ARC_ID_NUM
25804 x
-10662134.7419105 y
4299366.95940793 |
|||||||||||||||||||||||||||||||||||||
| 25979 | 7262T0520 X | 25979 | — | S. 161ST E. AVE. | CREEK TP UNDER | 7262T0520 X | 2-113ft. PC BEAM SPANS | 2000 | 35.993625 | -95.79754167 | 226.001 | 94.324 | — | 2 | 5 | 4 | 77.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 78 | 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) | R | 18000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25803 BRKEY
25979 NBI No.
25979 On Under
1 Structure No.
7262T0520 X Control No.
062 Lane Ind.
Milepoint
05200 Facility Carried
S. 161ST E. AVE. Feature Intersected
CREEK TP UNDER Division
08 County
143 Location
18.51 Sufficiency
78 Kind Hwy
5 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
9.902 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
18000 ADT Year
2022 Design Load
HS 20 Skew
5 No. Main Spans
2 Road Width
77.999 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
3.999 Deck Structure Type
1 No. Lanes
4 Fill RCB
0 Appr. Roadway Width
77.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
226.001 Deck Width
94.324 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
N Culv. Rating
N Structure Rating
8 Deck Geometry
9 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
99.98 HS Inv. Rating Method
1 HS Inv. Method
57.21 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
28800 Future ADT Year
2042 Bypass Detour
123.652866 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1809 Max Measured Clearance
2108 Min Measured Clearance
1900 NBI Rating
25979 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
6.562 Description
2-113ft. PC BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7262T0520 X H Index
100 Latitude
35:59:37.05 Longitude
-95:47:51.15 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
2 Roadway Name
S. 161ST E. AVE. Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
18.51 NBI Text
25979 Vault Link
http://plansrv1/bridgemaintvault/b25979 GIS FO/SD
Meets Standards H Inv. Method
51.698 Latitude DD
35.993625 Longitude DD
-95.79754167 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
6 Rural/Urban
Urban ARC_ID_NUM
25803 x
-10664133.5579518 y
4299744.21732722 |
|||||||||||||||||||||||||||||||||||||
| 25978 | 7262T0410 X | 25978 | — | S. 145TH E. AVE. | CREEK TP UNDER | 7262T0410 X | 2-109ft. PCB SPANS | 2000 | 35.992575 | -95.81538889 | 218.999 | 94.291 | — | 2 | 5 | 4 | 91.273 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 78 | 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) | R | 18000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25802 BRKEY
25978 NBI No.
25978 On Under
1 Structure No.
7262T0410 X Control No.
062 Lane Ind.
Milepoint
04100 Facility Carried
S. 145TH E. AVE. Feature Intersected
CREEK TP UNDER Division
08 County
143 Location
17.51 Sufficiency
78 Kind Hwy
5 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
94.291 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
18000 ADT Year
2022 Design Load
HS 20 Skew
5 No. Main Spans
2 Road Width
91.273 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
3.999 Deck Structure Type
1 No. Lanes
4 Fill RCB
0 Appr. Roadway Width
30 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
218.999 Deck Width
94.291 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
9 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
99.98 HS Inv. Rating Method
1 HS Inv. Method
58.753 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
28800 Future ADT Year
2042 Bypass Detour
123.652866 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1809 Max Measured Clearance
2004 Min Measured Clearance
1900 NBI Rating
25978 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
6.562 Description
2-109ft. PCB SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7262T0410 X H Index
90.098 Latitude
35:59:33.27 Longitude
-95:48:55.4 I257A
0 I257B
0 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
S. 145TH E. AVE. Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
17.51 NBI Text
25978 Vault Link
http://plansrv1/bridgemaintvault/b25978 GIS FO/SD
Meets Standards H Inv. Method
53.021 Latitude DD
35.992575 Longitude DD
-95.81538889 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
6 Rural/Urban
Urban ARC_ID_NUM
25802 x
-10666120.3013943 y
4299599.75158559 |
|||||||||||||||||||||||||||||||||||||
| 25977 | 7262T0300 X | 25977 | — | S. 129TH E. AVE. | CREEK TP UNDER | 7262T0300 X | 2 - 119ft. P.C. BEAM SPANS | 2000 | 35.99771944 | -95.83325833 | 237.999 | 94.334 | — | 2 | 28 | 4 | 80 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 78 | 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 | 18000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25801 BRKEY
25977 NBI No.
25977 On Under
1 Structure No.
7262T0300 X Control No.
062 Lane Ind.
Milepoint
03000 Facility Carried
S. 129TH E. AVE. Feature Intersected
CREEK TP UNDER Division
08 County
143 Location
16.81 Sufficiency
78 Kind Hwy
5 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
24.934 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
18000 ADT Year
2022 Design Load
HS 20 Skew
28 No. Main Spans
2 Road Width
80 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
3.999 Deck Structure Type
1 No. Lanes
4 Fill RCB
0 Appr. Roadway Width
70 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
237.999 Deck Width
94.334 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
7 HS Operating Rating Method
1 HS Operating Rating
99.98 HS Inv. Rating Method
1 HS Inv. Method
59.525 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
28800 Future ADT Year
2042 Bypass Detour
123.652866 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
NA Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1609 Max Measured Clearance
1808 Min Measured Clearance
1700 NBI Rating
25977 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
2 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
6.89 Rt. Curb SW
0 Description
2 - 119ft. P.C. BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7262T0300 X H Index
89.8339 Latitude
35:59:51.79 Longitude
-95:49:59.73 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
2 Roadway Name
S. 129TH E. AVE. Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
16.42 NBI Text
25977 Vault Link
http://plansrv1/bridgemaintvault/b25977 GIS FO/SD
Meets Standards H Inv. Method
54.123 Latitude DD
35.99771944 Longitude DD
-95.83325833 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
6 Rural/Urban
Urban ARC_ID_NUM
25801 x
-10668109.5183558 y
4300307.57504247 |
|||||||||||||||||||||||||||||||||||||
| 25976 | 7262T0276 X | 25976 | — | E. 111TH ST. S. | CREEK TP UNDER | 7262T0250 X | 2-143ft. PCB SPANS | 2000 | 36.00276389 | -95.84035833 | 286.001 | 66.273 | — | 2 | 19 | 4 | 56.001 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 72 | 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 | 8900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25800 BRKEY
25976 NBI No.
25976 On Under
1 Structure No.
7262T0276 X Control No.
Lane Ind.
Milepoint
Facility Carried
E. 111TH ST. S. Feature Intersected
CREEK TP UNDER Division
08 County
143 Location
15.83 Sufficiency
72 Kind Hwy
5 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
66.273 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
8900 ADT Year
2022 Design Load
HS 20 Skew
19 No. Main Spans
2 Road Width
56.001 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
3.999 Deck Structure Type
1 No. Lanes
4 Fill RCB
0 Appr. Roadway Width
69.98 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
286.001 Deck Width
66.273 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
5 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
99.98 HS Inv. Rating Method
1 HS Inv. Method
45.856 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
14240 Future ADT Year
2042 Bypass Detour
123.652866 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
1808 Min Measured Clearance
1703 NBI Rating
25976 ODOT County
72 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
6.581 Rt. Curb SW
0 Description
2-143ft. PCB SPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7262T0250 X H Index
90.1424 Latitude
36:00:09.95 Longitude
-95:50:25.29 I257A
0 I257B
0 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
E. 111TH ST. S. Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
15.83 NBI Text
25976 Vault Link
http://plansrv1/bridgemaintvault/b25976 GIS FO/SD
Meets Standards H Inv. Method
42.549 Latitude DD
36.00276389 Longitude DD
-95.84035833 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
6 Rural/Urban
Urban ARC_ID_NUM
25800 x
-10668899.8867405 y
4301001.68571066 |
|||||||||||||||||||||||||||||||||||||
| 25975 | 7262T0090SX | 25975 | — | CREEK TP | HAIKEY CR./ GARNETT RD. | 7262T0090SX | 40 - PC BEAM SPANS & 7 - CP GIRDER SPANS | 2000 | 36.025 | -95.852 | 4953.251 | 57.999 | — | 40 | 0 | 3 | 55.499 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 90.7 | 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 | 10700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25799 BRKEY
25975 NBI No.
25975 On Under
1 Structure No.
7262T0090SX Control No.
062 Lane Ind.
S Milepoint
00900 Facility Carried
CREEK TP Feature Intersected
HAIKEY CR./ GARNETT RD. Division
08 County
143 Location
15.05S Sufficiency
90.7 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
6 Vertical Clearance
Y Horizontal Clearance
55.499 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
10700 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
40 Road Width
55.499 Ref. Underclearance Rt.
H Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
3 Fill RCB
0 Appr. Roadway Width
116.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
4953.251 Deck Width
57.999 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
8 Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
3 HS Operating Rating
57.9 HS Inv. Rating Method
3 HS Inv. Method
34.8 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
17120 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
1902 Max Measured Clearance
2210 Min Measured Clearance
1905 NBI Rating
25975 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
40 - PC BEAM SPANS & 7 - CP GIRDER SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7262T0090SX H Index
88.1633 Latitude
36:01:29.37 Longitude
-95:51:07.14 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
CREEK TP Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
15.05 S NBI Text
25975 Vault Link
http://plansrv1/bridgemaintvault/b25975 GIS FO/SD
FO H Inv. Method
33 Latitude DD
36.025 Longitude DD
-95.852 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
25799 x
-10670195.8315169 y
4304061.8789727 |
|||||||||||||||||||||||||||||||||||||
| 25886 | 0943T1068WX | 25886 | — | KILPATRICK TP NB | RENO AVE. UNDER | 0943T1068WX | 42ft.-70ft.-40ft. WF SPANS | 2000 | 35.464553 | -97.710906 | 153.501 | 50.699 | — | 3 | 0 | 2 | 47.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 90.9 | 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 | 10050 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25798 BRKEY
25886 NBI No.
25886 On Under
1 Structure No.
0943T1068WX Control No.
043 Lane Ind.
W Milepoint
10680 Facility Carried
KILPATRICK TP NB Feature Intersected
RENO AVE. UNDER Division
04 County
017 Location
110.48NB 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
47.999 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
10050 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
47.999 Ref. Underclearance Rt.
H Underclearance Right
2.001 Underclearance Left
2.001 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
68.898 Span Type Main
M Material
3 - Steel Design
02 Length
153.501 Deck Width
50.699 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
9 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
80.6 HS Inv. Rating Method
1 HS Inv. Method
48.2 H Operating Rating
1 H Inv. Rating Method
3 Future ADT
16080 Future ADT Year
2042 Bypass Detour
0.124274 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
75 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1502 Max Measured Clearance
1807 Min Measured Clearance
1707 NBI Rating
25886 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
42ft.-70ft.-40ft. WF SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0943T1068WX H Index
95.2167 Latitude
35:27:52.39 Longitude
-97:42:39.26 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
KILPATRICK TP NB Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
110.48NB NBI Text
25886 Vault Link
http://plansrv1/bridgemaintvault/b25886 GIS FO/SD
FO H Inv. Method
37.4 Latitude DD
35.464553 Longitude DD
-97.710906 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
25798 x
-10877128.3008694 y
4227192.62448654 |
|||||||||||||||||||||||||||||||||||||
| 25885 | 0943T1068EX | 25885 | — | KILPATRICK TP SB | RENO AVE. UNDER | 0943T1068EX | 42ft.-70ft.-40ft.-WF SPANS | 2000 | 35.464556 | -97.711322 | 153.501 | 40.699 | — | 3 | 0 | 2 | 37.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94.9 | 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 | 10000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25797 BRKEY
25885 NBI No.
25885 On Under
1 Structure No.
0943T1068EX Control No.
043 Lane Ind.
E Milepoint
10680 Facility Carried
KILPATRICK TP SB Feature Intersected
RENO AVE. UNDER Division
04 County
017 Location
110.48SB Sufficiency
94.9 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
10000 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
H Underclearance Right
12 Underclearance Left
12 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
59.055 Span Type Main
M Material
3 - Steel Design
02 Length
153.501 Deck Width
40.699 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
N Culv. Rating
N Structure Rating
8 Deck Geometry
6 Underclearance
8 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
81.4 HS Inv. Rating Method
1 HS Inv. Method
48.6 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
1502 Max Measured Clearance
1804 Min Measured Clearance
1701 NBI Rating
25885 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
42ft.-70ft.-40ft.-WF SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0943T1068EX H Index
100 Latitude
35:27:52.4 Longitude
-97:42:40.76 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 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
110.48 SB NBI Text
25885 Vault Link
http://plansrv1/bridgemaintvault/b25885 GIS FO/SD
Meets Standards H Inv. Method
37.8 Latitude DD
35.464556 Longitude DD
-97.711322 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
25797 x
-10877174.6097776 y
4227193.03451587 |
|||||||||||||||||||||||||||||||||||||
| 25884 | 0943T0965EX | 25884 | — | KILPATRICK TP NB | NW 10TH ST. & UP R.R UND | 0943T0965WX | 7 PCBM SPANS | 2000 | 35.479481 | -97.710517 | 603.081 | 40.699 | — | 7 | 30 | 2 | 37.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94.9 | Good (7) | Good (7) | 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 | 10050 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25796 BRKEY
25884 NBI No.
25884 On Under
1 Structure No.
0943T0965EX Control No.
043 Lane Ind.
E Milepoint
09650 Facility Carried
KILPATRICK TP NB Feature Intersected
NW 10TH ST. & UP R.R UND Division
04 County
017 Location
111.50NB Sufficiency
94.9 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
4 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
10050 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
7 Road Width
37.999 Ref. Underclearance Rt.
H Underclearance Right
15 Underclearance Left
7 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
603.081 Deck Width
40.699 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
9 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
108.5 HS Inv. Rating Method
1 HS Inv. Method
65 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
16080 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
2411 Max Measured Clearance
2700 Min Measured Clearance
2606 NBI Rating
25884 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
7 PCBM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0943T0965WX H Index
91.3769 Latitude
35:28:46.13 Longitude
-97:42:37.86 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
1 Roadway Name
KILPATRICK TP Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
111.50NB NBI Text
25884 Vault Link
http://plansrv1/bridgemaintvault/b25884 GIS FO/SD
Meets Standards H Inv. Method
45.9 Latitude DD
35.479481 Longitude DD
-97.710517 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
25796 x
-10877084.9975875 y
4229233.11974595 |
|||||||||||||||||||||||||||||||||||||
| 25883 | 0943T0965WX | 25883 | — | KILPATRICK TP SB | NW 10TH ST. & UP R.R UND | 0943T0965EX | 6-PCBM SPANS | 2000 | 35.479603 | -97.7109 | 603.1 | 40.699 | — | 6 | 20 | 2 | 37.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94.9 | Good (7) | Good (7) | 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
25795 BRKEY
25883 NBI No.
25883 On Under
1 Structure No.
0943T0965WX Control No.
043 Lane Ind.
W Milepoint
09650 Facility Carried
KILPATRICK TP SB Feature Intersected
NW 10TH ST. & UP R.R UND Division
04 County
017 Location
111.50SB Sufficiency
94.9 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
4 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
10000 ADT Year
2022 Design Load
HS 20 Skew
20 No. Main Spans
6 Road Width
37.999 Ref. Underclearance Rt.
R Underclearance Right
15 Underclearance Left
7 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
603.1 Deck Width
40.699 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
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
108.5 HS Inv. Rating Method
1 HS Inv. Method
65 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
2411 Max Measured Clearance
2700 Min Measured Clearance
2411 NBI Rating
25883 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
6-PCBM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0943T0965EX H Index
90.5525 Latitude
35:28:46.57 Longitude
-97:42:39.24 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
1 Roadway Name
KILPATRICK TP Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
111.50SB NBI Text
25883 Vault Link
http://plansrv1/bridgemaintvault/b25883 GIS FO/SD
Meets Standards H Inv. Method
45.9 Latitude DD
35.479603 Longitude DD
-97.7109 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
25795 x
-10877127.6329525 y
4229249.79738002 |
|||||||||||||||||||||||||||||||||||||
| 25882 | 0943T0830 X | 25882 | — | SARA RD. | KILPATRICK TP UNDER | 0943T0830 X | 37ft.-107ft.-107ft.-37ft. PCBEAMS SPANS | 2000 | 35.4982 | -97.70676944 | 287.1 | 31.001 | — | 4 | 37 | 2 | 27.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 88.4 | 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
25794 BRKEY
25882 NBI No.
25882 On Under
1 Structure No.
0943T0830 X Control No.
Lane Ind.
Milepoint
Facility Carried
SARA RD. Feature Intersected
KILPATRICK TP UNDER Division
04 County
017 Location
112.86 Sufficiency
88.4 Kind Hwy
5 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
45.932 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
37 No. Main Spans
4 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
29.528 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
287.1 Deck Width
31.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
0 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
130 HS Inv. Rating Method
1 HS Inv. Method
68.8 H Operating Rating
1 H Inv. Rating Method
3 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
1701 Max Measured Clearance
1902 Min Measured Clearance
1702 NBI Rating
25882 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
37ft.-107ft.-107ft.-37ft. PCBEAMS SPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0943T0830 X H Index
98.134 Latitude
35:29:53.52 Longitude
-97:42:24.37 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
112.86 NBI Text
25882 Vault Link
http://plansrv1/bridgemaintvault/b25882 GIS FO/SD
Meets Standards H Inv. Method
62 Latitude DD
35.4982 Longitude DD
-97.70676944 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
6 Rural/Urban
Urban ARC_ID_NUM
25794 x
-10876667.8211166 y
4231792.33904918 |
|||||||||||||||||||||||||||||||||||||
| 26065 | 2604 0800 X | 26065 | — | U.S. 62 | WALNUT CREEK | 2604 0800 X | 3-65ft. PRESTRESSED CONC. BMSPANS | 2000 | 35.12128889 | -97.70381389 | 198.199 | 42.001 | — | 3 | 0 | 2 | 39.4 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 91.2 | Good (7) | Satisfactory (6) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 3100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25787 BRKEY
26065 NBI No.
26065 On Under
1 Structure No.
2604 0800 X Control No.
004 Lane Ind.
Milepoint
08000 Facility Carried
U.S. 62 Feature Intersected
WALNUT CREEK Division
07 County
051 Location
7.65 MI NE OF TABLER Sufficiency
91.2 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
2000 ADT Total
3100 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
39.4 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
198.199 Deck Width
42.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
8 Sub Rating
7 Chan. Rating
9 Culv. Rating
N Structure Rating
7 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
66 HS Inv. Rating Method
1 HS Inv. Method
37 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
4960 Future ADT Year
2042 Bypass Detour
32.9 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
0000 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
26065 ODOT County
26 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-65ft. PRESTRESSED CONC. BMSPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
2604 0800 X H Index
99.7503 Latitude
35:07:16.64 Longitude
-97:42:13.73 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 62 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
89-26 NBI Text
26065 Vault Link
http://plansrv1/bridgemaintvault/b26065 GIS FO/SD
Meets Standards H Inv. Method
29 Latitude DD
35.12128889 Longitude DD
-97.70381389 ODOT County Number
26 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
25787 x
-10876338.8107956 y
4180376.05998379 |
|||||||||||||||||||||||||||||||||||||
| 26060 | 4403 0111 X | 26060 | — | I-44 | S. CANADIAN RIVER | 4403 0111 X | 17-101ft. PC BEAM SPANS 70ft.-2 1/4ft. TO 56ft.-0ft. CL RDY W/CONC PARAPET | 2000 | 35.30207222 | -97.59891667 | 1718 | 114 | — | 17 | 0 | 4 | 112 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 83.9 | Satisfactory (6) | Fair (5) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 45900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25782 BRKEY
26060 NBI No.
26060 On Under
1 Structure No.
4403 0111 X Control No.
003 Lane Ind.
Milepoint
01110 Facility Carried
I-44 Feature Intersected
S. CANADIAN RIVER Division
03 County
087 Location
MC CLAIN&CLEVELAND CL Sufficiency
83.9 Kind Hwy
1 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
56 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
2000 ADT Total
45900 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
17 Road Width
112 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
4 Fill RCB
0 Appr. Roadway Width
112 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
1718 Deck Width
114 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
5 Super Rating
7 Sub Rating
6 Chan. Rating
6 Culv. Rating
N Structure Rating
6 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
9 HS Operating Rating Method
1 HS Operating Rating
92 HS Inv. Rating Method
1 HS Inv. Method
48 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
73440 Future ADT Year
2042 Bypass Detour
34.175415 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
26060 ODOT County
44 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
17-101ft. PC BEAM SPANS 70ft.-2 1/4ft. TO 56ft.-0ft. CL RDY W/CONC PARAPET Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
4403 0111 X H Index
98.2431 Latitude
35:18:07.46 Longitude
-97:35:56.1 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-44 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
26060 Vault Link
http://plansrv1/bridgemaintvault/b26060 GIS FO/SD
Meets Standards H Inv. Method
32 Latitude DD
35.30207222 Longitude DD
-97.59891667 ODOT County Number
44 Maint. Dist.
3 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
25782 x
-10864661.7056795 y
4205007.70110676 |
|||||||||||||||||||||||||||||||||||||
| 25974 | 7262T0090NX | 25974 | — | CREEK TP | HAIKEY CR./ GARNETT RD. | 7262T0090NX | 40-PC BEAM SPANS & 6-CP GIRDER SPANS | 2000 | 36.02501667 | -95.851575 | 4942.579 | 58.497 | — | 40 | 0 | 3 | 55.499 | 6 - Prestressed Concrete Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95.7 | 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
25781 BRKEY
25974 NBI No.
25974 On Under
1 Structure No.
7262T0090NX Control No.
062 Lane Ind.
N Milepoint
00900 Facility Carried
CREEK TP Feature Intersected
HAIKEY CR./ GARNETT RD. Division
08 County
143 Location
15.05N Sufficiency
95.7 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
6 Vertical Clearance
Y Horizontal Clearance
55.499 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
40 Road Width
55.499 Ref. Underclearance Rt.
H Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
3 Fill RCB
0 Appr. Roadway Width
48 Span Type Main
M Material
6 - Prestressed Concrete Continuous Design
02 Length
4942.579 Deck Width
58.497 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
6 Underclearance
2 Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
7 HS Operating Rating Method
3 HS Operating Rating
57.9 HS Inv. Rating Method
3 HS Inv. Method
34.8 H Operating Rating
3 H Inv. Rating Method
3 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
1904 Max Measured Clearance
2403 Min Measured Clearance
1905 NBI Rating
25974 ODOT County
72 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
40-PC BEAM SPANS & 6-CP GIRDER SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
7262T0090NX H Index
100 Latitude
36:01:30.06 Longitude
-95:51:05.67 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
CREEK TP Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
15.05 N NBI Text
25974 Vault Link
http://plansrv1/bridgemaintvault/b25974 GIS FO/SD
FO H Inv. Method
33 Latitude DD
36.02501667 Longitude DD
-95.851575 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
25781 x
-10670148.5207333 y
4304064.17346685 |
|||||||||||||||||||||||||||||||||||||
| 25973 | 7262T0000NXR | 25973 | — | CREEK TP RAMP E-W | U.S. 169 & LITTLE HAIKEY | 7262T0000NXR | 1050ft. PCBM & CPG SPANS | 2000 | 36.02828889 | -95.86538611 | 1050.571 | 42.979 | — | 6 | 0 | 2 | 39.993 | 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 | 12 - Principal Arterial Other Fwy/Expy (Urban) | R | 8900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25780 BRKEY
25973 NBI No.
25973 On Under
1 Structure No.
7262T0000NXR Control No.
062 Lane Ind.
N Milepoint
00000 Facility Carried
CREEK TP RAMP E-W Feature Intersected
U.S. 169 & LITTLE HAIKEY Division
08 County
143 Location
13.84 Sufficiency
92.9 Kind Hwy
8 Level Service
7 Route No.
00000 Service Type On
1 Service Type Off
6 Vertical Clearance
Y Horizontal Clearance
42.979 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
8900 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
6 Road Width
39.993 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
6.001 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
45 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
1050.571 Deck Width
42.979 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
7 Culv. Rating
N Structure Rating
7 Deck Geometry
9 Underclearance
4 Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
76.3 HS Inv. Rating Method
1 HS Inv. Method
45.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
14240 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1709 Max Measured Clearance
2404 Min Measured Clearance
1711 NBI Rating
25973 ODOT County
72 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
1050ft. PCBM & CPG SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
R Alt. Structure Name
7262T0000NXR H Index
100 Latitude
36:01:41.84 Longitude
-95:51:55.39 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
CREEK TP RAMP E-W Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
7 - Ramp, Wye, Connector, etc. Historical Significance
5 Local Bridge ID
13.84 NBI Text
25973 Vault Link
http://plansrv1/bridgemaintvault/b25973 GIS FO/SD
Meets Standards H Inv. Method
25.4 Latitude DD
36.02828889 Longitude DD
-95.86538611 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
25780 x
-10671685.9664658 y
4304514.57816566 |
|||||||||||||||||||||||||||||||||||||
| 25972 | 7262T0000EXR | 25972 | — | CREEK TP RAMP E-N | RAMP OVER 91ST ST. UNDER | 7262T0000EXR | 2-100ft. PC BEAM SPANS | 2000 | 36.03161667 | -95.85989444 | 200.83 | 42.979 | — | 2 | 6 | 6 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 76.9 | 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 | 9600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25779 BRKEY
25972 NBI No.
25972 On Under
1 Structure No.
7262T0000EXR Control No.
062 Lane Ind.
E Milepoint
00000 Facility Carried
CREEK TP RAMP E-N Feature Intersected
RAMP OVER 91ST ST. UNDER Division
08 County
143 Location
13.86 Sufficiency
76.9 Kind Hwy
8 Level Service
7 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
42.979 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
9600 ADT Year
2022 Design Load
HS 20 Skew
6 No. Main Spans
2 Road Width
40 Ref. Underclearance Rt.
H Underclearance Right
0 Underclearance Left
6.001 Deck Structure Type
1 No. Lanes
6 Fill RCB
0 Appr. Roadway Width
45 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
200.83 Deck Width
42.979 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
2 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
139.7 HS Inv. Rating Method
1 HS Inv. Method
80.3 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
15360 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1600 Max Measured Clearance
2003 Min Measured Clearance
1604 NBI Rating
25972 ODOT County
72 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
2-100ft. PC BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
R Alt. Structure Name
7262T0000EXR H Index
90.8881 Latitude
36:01:53.82 Longitude
-95:51:35.62 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
1 Roadway Name
CREEK TP RAMP E-N Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
7 - Ramp, Wye, Connector, etc. Historical Significance
5 Local Bridge ID
13.86 NBI Text
25972 Vault Link
http://plansrv1/bridgemaintvault/b25972 GIS FO/SD
FO H Inv. Method
71.4 Latitude DD
36.03161667 Longitude DD
-95.85989444 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
25779 x
-10671074.6365578 y
4304972.6496082 |
|||||||||||||||||||||||||||||||||||||
| 25971 | 7262T0000WXR | 25971 | — | CREEK TP RAMP N-E | U.S. 169 &91ST.&TP. RAMP | 7262T0000WXR | 3-100ft., 3-86ft., 2-64ft. P.C.BEAM SPANS & 158ft., 192ft., 2-162ft. PLAT GIRDER SPANS | 2000 | 36.02870833 | -95.86183333 | 1359.58 | 42.979 | — | 4 | 14 | 2 | 41.001 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 87 | Satisfactory (6) | 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 | 8900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25778 BRKEY
25971 NBI No.
25971 On Under
1 Structure No.
7262T0000WXR Control No.
062 Lane Ind.
W Milepoint
00000 Facility Carried
CREEK TP RAMP N-E Feature Intersected
U.S. 169 &91ST.&TP. RAMP Division
08 County
143 Location
13.82 Sufficiency
87 Kind Hwy
8 Level Service
7 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
42.979 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
8900 ADT Year
2022 Design Load
HS 20 Skew
14 No. Main Spans
4 Road Width
41.001 Ref. Underclearance Rt.
H Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
0 Appr. Roadway Width
47.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
1359.58 Deck Width
42.979 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
6 Deck Geometry
9 Underclearance
2 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
3 HS Operating Rating
49.8 HS Inv. Rating Method
3 HS Inv. Method
29.9 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
14240 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1609 Max Measured Clearance
2011 Min Measured Clearance
1706 NBI Rating
25971 ODOT County
72 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
3-100ft., 3-86ft., 2-64ft. P.C.BEAM SPANS & 158ft., 192ft., 2-162ft. PLAT GIRDER SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
R Alt. Structure Name
7262T0000WXR H Index
88.4051 Latitude
36:01:43.35 Longitude
-95:51:42.6 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
CREEK TP RAMP N_E Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
7 - Ramp, Wye, Connector, etc. Historical Significance
5 Local Bridge ID
13.82 NBI Text
25971 Vault Link
http://plansrv1/bridgemaintvault/b25971 GIS FO/SD
FO H Inv. Method
28.4 Latitude DD
36.02870833 Longitude DD
-95.86183333 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
25778 x
-10671290.4728053 y
4304572.31333419 |
|||||||||||||||||||||||||||||||||||||
| 25970 | 7262T0000SXR | 25970 | — | CREEK TP RAMP | LITTLE HAIKEY CREEK | 7262T0000SXR | 99ft. - 99ft. - 100ft. PC BEAM SPANS | 2000 | 36.02633611 | -95.86361111 | 298.33 | 54.987 | — | 3 | 53 | 3 | 51.969 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94.9 | 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) | R | 8900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25777 BRKEY
25970 NBI No.
25970 On Under
1 Structure No.
7262T0000SXR Control No.
062 Lane Ind.
S Milepoint
00000 Facility Carried
CREEK TP RAMP Feature Intersected
LITTLE HAIKEY CREEK Division
08 County
143 Location
13.93 Sufficiency
94.9 Kind Hwy
8 Level Service
7 Route No.
00000 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
54.987 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
8900 ADT Year
2022 Design Load
HS 20 Skew
53 No. Main Spans
3 Road Width
51.969 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
3 Fill RCB
0 Appr. Roadway Width
68.996 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
298.33 Deck Width
54.987 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
9 Culv. Rating
N Structure Rating
8 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
119.5 HS Inv. Rating Method
1 HS Inv. Method
61.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
14240 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
N Min Measured Clearance
N NBI Rating
25970 ODOT County
72 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
99ft. - 99ft. - 100ft. PC BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
R Alt. Structure Name
7262T0000SXR H Index
100 Latitude
36:01:34.81 Longitude
-95:51:49 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
CREEK TP RAMP Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
7 - Ramp, Wye, Connector, etc. Historical Significance
5 Local Bridge ID
13.93 NBI Text
25970 Vault Link
http://plansrv1/bridgemaintvault/b25970 GIS FO/SD
Meets Standards H Inv. Method
61.2 Latitude DD
36.02633611 Longitude DD
-95.86361111 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
25777 x
-10671488.3743696 y
4304245.78552555 |
|||||||||||||||||||||||||||||||||||||
| 25881 | 0943T0869 X | 25881 | — | NW 23RD ST. | KILPATRICK TP UNDER | 0943T0869 X | 2 - 110ft. PC BEAM SPANS | 2000 | 35.49338611 | -97.71094722 | 219.301 | 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) | 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
25776 BRKEY
25881 NBI No.
25881 On Under
1 Structure No.
0943T0869 X Control No.
Lane Ind.
Milepoint
Facility Carried
NW 23RD ST. Feature Intersected
KILPATRICK TP UNDER Division
04 County
017 Location
112.48 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
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
36.089 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
219.301 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
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
129.9 HS Inv. Rating Method
1 HS Inv. Method
65.6 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
1611 Max Measured Clearance
2003 Min Measured Clearance
1611 NBI Rating
25881 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 - 110ft. PC BEAM SPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0943T0869 X H Index
99.0797 Latitude
35:29:36.19 Longitude
-97:42:39.41 I257A
0 I257B
0 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
NW 23RD ST. Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
112.48 NBI Text
25881 Vault Link
http://plansrv1/bridgemaintvault/b25881 GIS FO/SD
Meets Standards H Inv. Method
59 Latitude DD
35.49338611 Longitude DD
-97.71094722 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
6 Rural/Urban
Urban ARC_ID_NUM
25776 x
-10877132.8894588 y
4231134.1379601 |
|||||||||||||||||||||||||||||||||||||
| 25880 | 0943T0740EX | 25880 | — | KILPATRICK TP NB | NW 36TH ST. UNDER | 0943T0740WX | 50ft.-64ft.-50ft. PC BEAM SPANS | 2000 | 35.50803056 | -97.69716667 | 163.501 | 41.01 | — | 3 | 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 | 10050 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25775 BRKEY
25880 NBI No.
25880 On Under
1 Structure No.
0943T0740EX Control No.
043 Lane Ind.
W Milepoint
07400 Facility Carried
KILPATRICK TP NB Feature Intersected
NW 36TH ST. UNDER Division
04 County
017 Location
113.77NB Sufficiency
99.9 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
10050 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
H Underclearance Right
15 Underclearance Left
8.999 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
163.501 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
N Culv. Rating
N Structure Rating
8 Deck Geometry
6 Underclearance
9 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
86.6 HS Inv. Rating Method
1 HS Inv. Method
49.3 H Operating Rating
1 H Inv. Rating Method
3 Future ADT
16080 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
1704 Max Measured Clearance
2507 Min Measured Clearance
2211 NBI Rating
25880 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
50ft.-64ft.-50ft. PC BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0943T0740WX H Index
91.8075 Latitude
35:30:28.91 Longitude
-97:41:49.8 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 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
113.77NB NBI Text
25880 Vault Link
http://plansrv1/bridgemaintvault/b25880 GIS FO/SD
Meets Standards H Inv. Method
51.9 Latitude DD
35.50803056 Longitude DD
-97.69716667 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
25775 x
-10875598.84565 y
4233136.5897806 |
|||||||||||||||||||||||||||||||||||||
| 25879 | 0943T0740WX | 25879 | — | KILPATRICK TP SB | NW 36TH ST. UNDER | 0943T0740EX | 50ft. - 64ft. - 50ft. PC BEAM SPANS | 2000 | 35.50803056 | -97.69758056 | 163.501 | 41.01 | — | 3 | 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) | Satisfactory (6) | 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 | 10000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25774 BRKEY
25879 NBI No.
25879 On Under
1 Structure No.
0943T0740WX Control No.
043 Lane Ind.
E Milepoint
07400 Facility Carried
KILPATRICK TP SB Feature Intersected
NW 36TH ST. UNDER Division
04 County
017 Location
113.77SB Sufficiency
99.9 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
10000 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
H Underclearance Right
15 Underclearance Left
8.999 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
163.501 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
6 Super Rating
8 Sub Rating
8 Chan. Rating
N Culv. Rating
N Structure Rating
8 Deck Geometry
6 Underclearance
9 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
86.6 HS Inv. Rating Method
1 HS Inv. Method
49.3 H Operating Rating
1 H Inv. Rating Method
2 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
1704 Max Measured Clearance
2103 Min Measured Clearance
1703 NBI Rating
25879 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
50ft. - 64ft. - 50ft. PC BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0943T0740EX H Index
99.0641 Latitude
35:30:28.91 Longitude
-97:41:51.29 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 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
113.77SB NBI Text
25879 Vault Link
http://plansrv1/bridgemaintvault/b25879 GIS FO/SD
Meets Standards H Inv. Method
51.9 Latitude DD
35.50803056 Longitude DD
-97.69758056 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
25774 x
-10875644.919674 y
4233136.5897806 |
|||||||||||||||||||||||||||||||||||||
| 25878 | 0943T0688EX | 25878 | — | KILPATRICK TP NB | S.H. 66 UNDER | 0943T0688WX | 41ft.-78ft.-78ft.-41ft. PC BEAM SPANS | 2000 | 35.515497 | -97.697114 | 237.999 | 40.666 | — | 4 | 0 | 2 | 38.002 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98.9 | 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 | 11350 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25773 BRKEY
25878 NBI No.
25878 On Under
1 Structure No.
0943T0688EX Control No.
043 Lane Ind.
E Milepoint
06880 Facility Carried
KILPATRICK TP NB Feature Intersected
S.H. 66 UNDER Division
04 County
017 Location
114.28NB Sufficiency
98.9 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
38.002 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
11350 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
4 Road Width
38.002 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
20 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38.002 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
237.999 Deck Width
40.666 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
6 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
106.4 HS Inv. Rating Method
1 HS Inv. Method
51.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
18160 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
1709 Max Measured Clearance
1901 Min Measured Clearance
1808 NBI Rating
25878 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
41ft.-78ft.-78ft.-41ft. PC BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0943T0688WX H Index
92.2348 Latitude
35:30:55.79 Longitude
-97:41:49.61 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
114.28NB NBI Text
25878 Vault Link
http://plansrv1/bridgemaintvault/b25878 GIS FO/SD
Meets Standards H Inv. Method
45.7 Latitude DD
35.515497 Longitude DD
-97.697114 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
25773 x
-10875592.9824524 y
4234157.67590519 |
|||||||||||||||||||||||||||||||||||||
| 25877 | 0943T0688WX | 25877 | — | KILPATRICK TP SB | S.H. 66 UNDER | 0943T0688EX | 41-78-78-41-PCBM. | 2000 | 35.515497 | -97.697497 | 237.999 | 40.666 | — | 4 | 0 | 2 | 38.002 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98.9 | 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 | 10400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25772 BRKEY
25877 NBI No.
25877 On Under
1 Structure No.
0943T0688WX Control No.
043 Lane Ind.
W Milepoint
06880 Facility Carried
KILPATRICK TP SB Feature Intersected
S.H. 66 UNDER Division
04 County
017 Location
114.28SB Sufficiency
98.9 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
38.002 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
10400 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
4 Road Width
38.002 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
20 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38.002 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
237.999 Deck Width
40.666 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
6 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
106.4 HS Inv. Rating Method
1 HS Inv. Method
51.4 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
16640 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
1707 Max Measured Clearance
1800 Min Measured Clearance
1708 NBI Rating
25877 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
41-78-78-41-PCBM. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0943T0688EX H Index
96.1413 Latitude
35:30:55.79 Longitude
-97:41:50.99 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
114.28SB NBI Text
25877 Vault Link
http://plansrv1/bridgemaintvault/b25877 GIS FO/SD
Meets Standards H Inv. Method
45.7 Latitude DD
35.515497 Longitude DD
-97.697497 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
2 Rural/Urban
Urban ARC_ID_NUM
25772 x
-10875635.6178174 y
4234157.67590519 |
|||||||||||||||||||||||||||||||||||||
| 26059 | 0108 0613 X | 26059 | — | U.S. 62 | PEACH EATER CREEK | 0108 0613 X | 3-54' P.C.B. SPANS W/ 40' CLR RDWY | 2002 | 35.95505278 | -94.69674722 | 162 | 42.2 | — | 3 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98 | Good (7) | Satisfactory (6) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 1000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25765 BRKEY
26059 NBI No.
26059 On Under
1 Structure No.
0108 0613 X Control No.
008 Lane Ind.
Milepoint
06130 Facility Carried
U.S. 62 Feature Intersected
PEACH EATER CREEK Division
01 County
001 Location
6.1 MI.E.CHEROKEE CO Sufficiency
98 Kind Hwy
2 Level Service
1 Route No.
00062 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
36.03 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
2002 ADT Total
1000 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
36.03 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
162 Deck Width
42.2 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
7 Sub Rating
7 Chan. Rating
6 Culv. Rating
N Structure Rating
7 Deck Geometry
8 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
7 HS Operating Rating Method
1 HS Operating Rating
78.8 HS Inv. Rating Method
1 HS Inv. Method
47.2 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
1600 Future ADT Year
2042 Bypass Detour
26.09759 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
N Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
26059 ODOT County
01 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-54' P.C.B. SPANS W/ 40' CLR RDWY Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0108 0613 X H Index
97.676 Latitude
35:57:18.19 Longitude
-94:41:48.29 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 62 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
26059 NBI Text
26059 Vault Link
http://plansrv1/bridgemaintvault/b26059 GIS FO/SD
Meets Standards H Inv. Method
36.7 Latitude DD
35.95505278 Longitude DD
-94.69674722 ODOT County Number
1 Maint. Dist.
1 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
25765 x
-10541593.6803097 y
4294438.46507874 |
|||||||||||||||||||||||||||||||||||||
| 25968 | 4908R0902 X | 25968 | — | S.H. 20 | GRAND RIVER | 4908R0902 X | 29.994 M, 10-30.480 | 1963 | 36.30666667 | -95.36833333 | 1198.163 | 37.999 | — | 12 | 0 | 2 | 26.247 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 49 | Fair (5) | Poor (4) | Fair (5) | Fair (5) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 5920 | 1999 | 5 | Unmatched |
|
Raw data
OBJECTID
25759 BRKEY
25968 NBI No.
25968 On Under
1 Structure No.
4908R0902 X Control No.
008 Lane Ind.
Milepoint
09020 Facility Carried
S.H. 20 Feature Intersected
GRAND RIVER Division
08 County
097 Location
1.0 MI W JCT SH 82 Sufficiency
49 Kind Hwy
3 Level Service
1 Route No.
00020 Service Type On
5 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
26.247 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
1963 ADT Total
5920 ADT Year
1999 Design Load
HS 20 Skew
0 No. Main Spans
12 Road Width
26.247 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
-1 Appr. Roadway Width
42.651 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
1198.163 Deck Width
37.999 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
9 Deck Rating
4 Super Rating
5 Sub Rating
5 Chan. Rating
8 Culv. Rating
N Structure Rating
5 Deck Geometry
3 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
6 HS Operating Rating Method
2 HS Operating Rating
48.612 HS Inv. Rating Method
2 HS Inv. Method
35.715 H Operating Rating
2 H Inv. Rating Method
2 Future ADT
4800 Future ADT Year
2017 Bypass Detour
26.718961 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
-1 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
25968 ODOT County
49 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
1 Lft. Curb SW
2.999 Rt. Curb SW
2.999 Description
29.994 M, 10-30.480 Route Flag
P Status Flag
V On Off System
1 Frontage Ind.
Alt. Structure Name
4908R0902 X H Index
100 Latitude
36:18:24 Longitude
-95:22:06 I257A
_ I257B
1 I257C
1 I257D
_ I257E
_ I263
_ Roadway Name
S.H. 20 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Structurally Deficient Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
25968 Vault Link
http://plansrv1/bridgemaintvault/b25968 GIS FO/SD
SD H Inv. Method
35.715 Latitude DD
36.30666667 Longitude DD
-95.36833333 ODOT County Number
49 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
25759 x
-10616354.3040988 y
4342900.69425803 |
|||||||||||||||||||||||||||||||||||||
| 25876 | 0943T0641 X | 25876 | — | NW 50TH ST. | KILPATRICK TP UNDER | 0943T0641 X | 2-102 PCBM SPANS | 2000 | 35.52231944 | -97.69762778 | 205.4 | 30.699 | — | 2 | 0 | 2 | 28.002 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 77.8 | Fair (5) | 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
25754 BRKEY
25876 NBI No.
25876 On Under
1 Structure No.
0943T0641 X Control No.
Lane Ind.
Milepoint
Facility Carried
NW 50TH ST. Feature Intersected
KILPATRICK TP UNDER Division
04 County
017 Location
114.77 Sufficiency
77.8 Kind Hwy
5 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
38.002 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
28.002 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
20 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
28.002 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
205.4 Deck Width
30.699 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
5 Deck Geometry
5 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
94.5 HS Inv. Rating Method
1 HS Inv. Method
23.8 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
1709 Max Measured Clearance
1802 Min Measured Clearance
1709 NBI Rating
25876 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
2-102 PCBM SPANS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0943T0641 X H Index
100 Latitude
35:31:20.35 Longitude
-97:41:51.46 I257A
0 I257B
0 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
NW 50TH ST. Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
114.77 NBI Text
25876 Vault Link
http://plansrv1/bridgemaintvault/b25876 GIS FO/SD
Meets Standards H Inv. Method
16.1 Latitude DD
35.52231944 Longitude DD
-97.69762778 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
6 Rural/Urban
Urban ARC_ID_NUM
25754 x
-10875650.1761804 y
4235090.77371389 |
|||||||||||||||||||||||||||||||||||||
| 25875 | 0943T0538 X | 25875 | — | NW 63RD ST. | KILPATRICK TP UNDER | 0943T0538 X | 32ft.-95ft.-95ft.-32ft. PCBM SPA | 2000 | 35.53681944 | -97.69479444 | 253.999 | 31.001 | — | 4 | 33 | 2 | 27.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 90.4 | 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
25753 BRKEY
25875 NBI No.
25875 On Under
1 Structure No.
0943T0538 X Control No.
Lane Ind.
Milepoint
Facility Carried
NW 63RD ST. Feature Intersected
KILPATRICK TP UNDER Division
04 County
017 Location
116.11 Sufficiency
90.4 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
33 No. Main Spans
4 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
27.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
253.999 Deck Width
31.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
N Culv. Rating
N Structure Rating
8 Deck Geometry
5 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
94.6 HS Inv. Rating Method
1 HS Inv. Method
47.3 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
35 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
1709 Max Measured Clearance
1800 Min Measured Clearance
1709 NBI Rating
25875 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
32ft.-95ft.-95ft.-32ft. PCBM SPA Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0943T0538 X H Index
99.9591 Latitude
35:32:12.55 Longitude
-97:41:41.26 I257A
0 I257B
0 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
NW 63RD ST. Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
115.80 NBI Text
25875 Vault Link
http://plansrv1/bridgemaintvault/b25875 GIS FO/SD
Meets Standards H Inv. Method
41.9 Latitude DD
35.53681944 Longitude DD
-97.69479444 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
6 Rural/Urban
Urban ARC_ID_NUM
25753 x
-10875334.7702143 y
4237074.18665212 |
|||||||||||||||||||||||||||||||||||||
| 25874 | 0943T0591EX | 25874 | — | KILPATRICK TP NB | N. CANADIAN RIVER O'FLOW | 0943T0591WX | 19-106ft. PCBM SPANS | 2000 | 35.529508 | -97.697064 | 1999.659 | 59 | — | 19 | 0 | 2 | 56 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99.9 | 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 | 14 - Other Principal Arterial (Urban) | U | 11350 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25752 BRKEY
25874 NBI No.
25874 On Under
1 Structure No.
0943T0591EX Control No.
043 Lane Ind.
E Milepoint
05910 Facility Carried
KILPATRICK TP NB Feature Intersected
N. CANADIAN RIVER O'FLOW Division
04 County
017 Location
115.08NB Sufficiency
99.9 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
9 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
14 - Other Principal Arterial (Urban) Year Built
2000 ADT Total
11350 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
19 Road Width
56 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
56 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
1999.659 Deck Width
59 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
9 Culv. Rating
N Structure Rating
8 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
63 HS Inv. Rating Method
1 HS Inv. Method
37.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
18160 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
25874 ODOT County
09 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
19-106ft. PCBM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0943T0591WX H Index
90.6812 Latitude
35:31:46.23 Longitude
-97:41:49.43 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
KILPATRICK TP NB Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
115.08NB NBI Text
25874 Vault Link
http://plansrv1/bridgemaintvault/b25874 GIS FO/SD
Meets Standards H Inv. Method
23.7 Latitude DD
35.529508 Longitude DD
-97.697064 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
25752 x
-10875587.4164779 y
4236074.03118354 |
|||||||||||||||||||||||||||||||||||||
| 25873 | 0943T0591WX | 25873 | — | KILPATRICK TP SB | N. CANADIAN RIVER O'FLOW | 0943T0591EX | 19-106ft. PCBM SPANS | 2000 | 35.529511 | -97.697444 | 1999.669 | 59 | — | 19 | 0 | 2 | 56 | 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 | 14 - Other Principal Arterial (Urban) | U | 11200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25751 BRKEY
25873 NBI No.
25873 On Under
1 Structure No.
0943T0591WX Control No.
043 Lane Ind.
W Milepoint
05910 Facility Carried
KILPATRICK TP SB Feature Intersected
N. CANADIAN RIVER O'FLOW Division
04 County
017 Location
115.08SB Sufficiency
99.9 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
9 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
14 - Other Principal Arterial (Urban) Year Built
2000 ADT Total
11200 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
19 Road Width
56 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
56 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
1999.669 Deck Width
59 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
9 Culv. Rating
N Structure Rating
8 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
63 HS Inv. Rating Method
1 HS Inv. Method
37.7 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
17920 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
25873 ODOT County
09 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
19-106ft. PCBM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0943T0591EX H Index
97.5941 Latitude
35:31:46.24 Longitude
-97:41:50.8 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
KILPATRICK TP SB Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
115.08SB NBI Text
25873 Vault Link
http://plansrv1/bridgemaintvault/b25873 GIS FO/SD
Meets Standards H Inv. Method
23.7 Latitude DD
35.529511 Longitude DD
-97.697444 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
25751 x
-10875629.7178844 y
4236074.44154453 |
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| 25872 | 0943T0455EX | 25872 | — | KILPATRICK TP NB | N. CANADIAN RIVER | 0943T0455WX | 23-135ft., 1-106ft. PC BEAM SPANS | 2000 | 35.547569 | -97.688883 | 3142.001 | 59 | — | 24 | 30 | 2 | 56 | 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 | 14 - Other Principal Arterial (Urban) | U | 11350 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25750 BRKEY
25872 NBI No.
25872 On Under
1 Structure No.
0943T0455EX Control No.
043 Lane Ind.
E Milepoint
04550 Facility Carried
KILPATRICK TP NB Feature Intersected
N. CANADIAN RIVER Division
04 County
017 Location
116.33NB 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
14 - Other Principal Arterial (Urban) Year Built
2000 ADT Total
11350 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
24 Road Width
56 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
56 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
3142.001 Deck Width
59 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
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
70.9 HS Inv. Rating Method
1 HS Inv. Method
39.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
18160 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
25872 ODOT County
09 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
3 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
23-135ft., 1-106ft. PC BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0943T0455WX H Index
88.8166 Latitude
35:32:51.25 Longitude
-97:41:19.98 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
KILPATRICK TP NB Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
116.33NB NBI Text
25872 Vault Link
http://plansrv1/bridgemaintvault/b25872 GIS FO/SD
Meets Standards H Inv. Method
36.5 Latitude DD
35.547569 Longitude DD
-97.688883 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
25750 x
-10874676.7117237 y
4238544.81920568 |
|||||||||||||||||||||||||||||||||||||
| 25871 | 0943T0455WX | 25871 | — | KILPATRICK TP SB | N. CANADIAN RIVER | 0943T0455EX | 23-135ft., 1-106ft., PC BEAM SPANS | 2000 | 35.54775 | -97.689267 | 3142.001 | 59 | — | 24 | 30 | 2 | 56 | 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 | 14 - Other Principal Arterial (Urban) | U | 11200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
25749 BRKEY
25871 NBI No.
25871 On Under
1 Structure No.
0943T0455WX Control No.
043 Lane Ind.
W Milepoint
04550 Facility Carried
KILPATRICK TP SB Feature Intersected
N. CANADIAN RIVER Division
04 County
017 Location
116.33SB 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
14 - Other Principal Arterial (Urban) Year Built
2000 ADT Total
11200 ADT Year
2022 Design Load
HS 20 Skew
30 No. Main Spans
24 Road Width
56 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
56 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
3142.001 Deck Width
59 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
4 Culv. Rating
N Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
70.9 HS Inv. Rating Method
1 HS Inv. Method
39.5 H Operating Rating
1 H Inv. Rating Method
1 Future ADT
17920 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
25871 ODOT County
09 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
23-135ft., 1-106ft., PC BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
0943T0455EX H Index
98.1574 Latitude
35:32:51.9 Longitude
-97:41:21.36 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
KILPATRICK TP SB Scour
7 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
116.33SB NBI Text
25871 Vault Link
http://plansrv1/bridgemaintvault/b25871 GIS FO/SD
Meets Standards H Inv. Method
36.5 Latitude DD
35.54775 Longitude DD
-97.689267 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
25749 x
-10874719.4584081 y
4238569.58325491 |