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 | |||||||||||||||||||||||||||||||||||||
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| 30081 | 2704 1366 X | 30081 | — | U.S. 60 | POND CREEK | -1 | 90ft.-90ft.-120ft.-60ft. TYPE IV AND TYPE J PC BEAMS X 40ft. CLR. RDY. W/ TR-4 TRAFFIC RAILS | 2014 | 36.68105278 | -97.562675 | 362.69 | 42.169 | — | 4 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 96.2 | Good (7) | Good (7) | Excellent (9) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 1400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30663 BRKEY
30081 NBI No.
30081 On Under
1 Structure No.
2704 1366 X Control No.
004 Lane Ind.
Milepoint
13660 Facility Carried
U.S. 60 Feature Intersected
POND CREEK Division
04 County
053 Location
0.8 E OF JCT. S.H. 74 Sufficiency
96.2 Kind Hwy
2 Level Service
1 Route No.
00060 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
2014 ADT Total
1400 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
4 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
362.69 Deck Width
42.169 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
9 Sub Rating
8 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
66 HS Inv. Rating Method
3 HS Inv. Method
34 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
2240 Future ADT Year
2042 Bypass Detour
29.799999 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
30081 ODOT County
27 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
90ft.-90ft.-120ft.-60ft. TYPE IV AND TYPE J PC BEAMS X 40ft. CLR. RDY. W/ TR-4 TRAFFIC RAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.9534 Latitude
36:40:51.79 Longitude
-97:33:45.63 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 60 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
30081 Vault Link
http://plansrv1/bridgemaintvault/b30081 GIS FO/SD
Meets Standards H Inv. Method
33 Latitude DD
36.68105278 Longitude DD
-97.562675 ODOT County Number
27 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
30663 x
-10860627.3014296 y
4394742.41385647 |
|||||||||||||||||||||||||||||||||||||
| 30080 | 0204 1024 X | 30080 | — | U.S. 64 | EAST CLAY CREEK | -1 | 45ft.-100ft.-65ft. PCB X 40ft. CL RDY | 2014 | 36.66652778 | -98.34028056 | 210 | 42.3 | — | 3 | 0 | 2 | 40.098 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95.8 | Very good (8) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 2000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30662 BRKEY
30080 NBI No.
30080 On Under
1 Structure No.
0204 1024 X Control No.
004 Lane Ind.
Milepoint
10240 Facility Carried
U.S. 64 Feature Intersected
EAST CLAY CREEK Division
06 County
003 Location
1 E JCT. S.H. 8 Sufficiency
95.8 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40.098 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2014 ADT Total
2000 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
40.098 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
23.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
210 Deck Width
42.3 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
60.5 HS Inv. Rating Method
3 HS Inv. Method
40.5 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
3200 Future ADT Year
2042 Bypass Detour
27.999999 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
30080 ODOT County
02 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
45ft.-100ft.-65ft. PCB X 40ft. CL RDY Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.958 Latitude
36:39:59.5 Longitude
-98:20:25.01 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 64 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
30080 Vault Link
http://plansrv1/bridgemaintvault/b30080 GIS FO/SD
Meets Standards H Inv. Method
40.4 Latitude DD
36.66652778 Longitude DD
-98.34028056 ODOT County Number
2 Maint. Dist.
6 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
30662 x
-10947189.9564069 y
4392726.43262491 |
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| 29985 | 1824 0157 X | 29985 | — | S.H. 82 | MUSTANG CREEK | -1 | 40ft.X70ft.X40ft. PCBM.SPANS 40ft.CL.RDY.W/TR4 RAILS | 2013 | 36.53313333 | -95.05952778 | 150.751 | 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) | 91.6 | Very good (8) | Good (7) | Excellent (9) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 3700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30657 BRKEY
29985 NBI No.
29985 On Under
1 Structure No.
1824 0157 X Control No.
024 Lane Ind.
Milepoint
01570 Facility Carried
S.H. 82 Feature Intersected
MUSTANG CREEK Division
08 County
035 Location
.6 N OF JCT S.H. 85 Sufficiency
91.6 Kind Hwy
3 Level Service
1 Route No.
00082 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2013 ADT Total
3700 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
150.751 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
9 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
74 HS Inv. Rating Method
3 HS Inv. Method
41 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
5920 Future ADT Year
2042 Bypass Detour
29.999999 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
29985 ODOT County
18 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
40ft.X70ft.X40ft. PCBM.SPANS 40ft.CL.RDY.W/TR4 RAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.8808 Latitude
36:31:59.28 Longitude
-95:03:34.3 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 82 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
29985 Vault Link
http://plansrv1/bridgemaintvault/b29985 GIS FO/SD
Meets Standards H Inv. Method
40 Latitude DD
36.53313333 Longitude DD
-95.05952778 ODOT County Number
18 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
30657 x
-10581978.2275186 y
4374229.85383019 |
|||||||||||||||||||||||||||||||||||||
| 29984 | 6602 0368WX | 29984 | — | S.H. 66 SB | BIRD CREEK. & RD. UNDER | -1 | 2-70ft.,125ft.,150ft.,125ft.,100ft.,70ft. PLATE GIRDER | 2012 | 36.20833333 | -95.72527778 | 711.6 | 40 | — | 3 | 0 | 2 | 38 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94.9 | Good (7) | Very good (8) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 8800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30656 BRKEY
29984 NBI No.
29984 On Under
1 Structure No.
6602 0368WX Control No.
002 Lane Ind.
W Milepoint
03680 Facility Carried
S.H. 66 SB Feature Intersected
BIRD CREEK. & RD. UNDER Division
08 County
131 Location
3.3 N OF JCT. I-44 Sufficiency
94.9 Kind Hwy
3 Level Service
1 Route No.
00066 Service Type On
1 Service Type Off
6 Vertical Clearance
_ Horizontal Clearance
38 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2012 ADT Total
8800 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
38 Ref. Underclearance Rt.
H Underclearance Right
10 Underclearance Left
15 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
3 - Steel Design
02 Length
711.6 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
8 Super Rating
8 Sub Rating
7 Chan. Rating
6 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
6 Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
66.7 HS Inv. Rating Method
3 HS Inv. Method
51.5 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
14080 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
60 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
1411 Max Measured Clearance
1706 Min Measured Clearance
1605 NBI Rating
29984 ODOT County
66 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-70ft.,125ft.,150ft.,125ft.,100ft.,70ft. PLATE GIRDER Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
97.5616 Latitude
36:12:30 Longitude
-95:43:31 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 66 SB Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
29984 Vault Link
http://plansrv1/bridgemaintvault/b29984 GIS FO/SD
Meets Standards H Inv. Method
51.4 Latitude DD
36.20833333 Longitude DD
-95.72527778 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
30656 x
-10656089.1785143 y
4329325.71229945 |
|||||||||||||||||||||||||||||||||||||
| 30271 | 2433 1306 X | 30271 | — | S.H. 132 | TURKEY CREEK | -1 | 70-85-70 P.C.B. SPANS W/ TR-4 RAILS | 2014 | 36.35583333 | -98.03305556 | 225.499 | 42.165 | — | 3 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94.8 | Good (7) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30649 BRKEY
30271 NBI No.
30271 On Under
1 Structure No.
2433 1306 X Control No.
033 Lane Ind.
Milepoint
13060 Facility Carried
S.H. 132 Feature Intersected
TURKEY CREEK Division
04 County
047 Location
13.3 N. KINGFISHER C/L Sufficiency
94.8 Kind Hwy
3 Level Service
1 Route No.
00132 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2014 ADT Total
1500 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
225.499 Deck Width
42.165 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
67 HS Inv. Rating Method
3 HS Inv. Method
33 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
2400 Future ADT Year
2042 Bypass Detour
34 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
30271 ODOT County
24 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
70-85-70 P.C.B. SPANS W/ TR-4 RAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
98.8195 Latitude
36:21:21 Longitude
-98:01:59 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 132 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
30271 Vault Link
http://plansrv1/bridgemaintvault/b30271 GIS FO/SD
Meets Standards H Inv. Method
32 Latitude DD
36.35583333 Longitude DD
-98.03305556 ODOT County Number
24 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
30649 x
-10912989.8258479 y
4349694.60203571 |
|||||||||||||||||||||||||||||||||||||
| 30270 | 2706 0544 X | 30270 | — | U.S. 64 | CREEK | -1 | (3) 24ft. X 6ft. X 84ft. CLY RDWY CONCRETE ARCH SPANS | 2014 | 36.66583333 | -98.01083333 | 77.661 | 86.001 | — | 3 | 0 | 2 | 83.999 | 1 - Concrete | Arch — Deck (11) | M | Not applicable (N) | Open, no restriction (A) | 97.7 | Very good (8) | Not applicable (N) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 1200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30648 BRKEY
30270 NBI No.
30270 On Under
1 Structure No.
2706 0544 X Control No.
006 Lane Ind.
Milepoint
05440 Facility Carried
U.S. 64 Feature Intersected
CREEK Division
04 County
053 Location
5.5 E ALFALFA C/L Sufficiency
97.7 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
83.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2014 ADT Total
1200 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
83.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
11 Length
77.661 Deck Width
86.001 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
59.966 HS Inv. Rating Method
3 HS Inv. Method
36.046 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1920 Future ADT Year
2042 Bypass Detour
24.9 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
30270 ODOT County
27 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(3) 24ft. X 6ft. X 84ft. CLY RDWY CONCRETE ARCH SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
36:39:57 Longitude
-98:00:39 I257A
C I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 64 Scour
8 Design Structure
11 - Arch - Deck FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
30270 Vault Link
http://plansrv1/bridgemaintvault/b30270 GIS FO/SD
Meets Standards H Inv. Method
36.046 Latitude DD
36.66583333 Longitude DD
-98.01083333 ODOT County Number
27 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
30648 x
-10910516.05852 y
4392630.05674051 |
|||||||||||||||||||||||||||||||||||||
| 30269 | 2706 0346 X | 30269 | — | U.S. 64 | CREEK | -1 | (2) 28ft. PRECAST CONCRETE ARCH SPANS | 2014 | 36.666111 | -98.046667 | 57.999 | 57.999 | — | 2 | 0 | 2 | 56.001 | 1 - Concrete | Arch — Deck (11) | M | Not applicable (N) | Open, no restriction (A) | 96.6 | Very good (8) | Not applicable (N) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 1800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30647 BRKEY
30269 NBI No.
30269 On Under
1 Structure No.
2706 0346 X Control No.
006 Lane Ind.
Milepoint
03460 Facility Carried
U.S. 64 Feature Intersected
CREEK Division
04 County
053 Location
3.5 M E. ALFALFA C/L Sufficiency
96.6 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
56.001 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2014 ADT Total
1800 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
2 Road Width
56.001 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
11 Length
57.999 Deck Width
57.999 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
8 Sub Rating
8 Chan. Rating
7 Culv. Rating
N Structure Rating
8 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
60.076 HS Inv. Rating Method
3 HS Inv. Method
36.046 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
2880 Future ADT Year
2042 Bypass Detour
24.9 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
35 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
30269 ODOT County
27 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(2) 28ft. PRECAST CONCRETE ARCH SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
36:39:58 Longitude
-98:02:48 I257A
C I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 64 Scour
8 Design Structure
11 - Arch - Deck FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
30269 Vault Link
http://plansrv1/bridgemaintvault/b30269 GIS FO/SD
Meets Standards H Inv. Method
35.935 Latitude DD
36.666111 Longitude DD
-98.046667 ODOT County Number
27 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
30647 x
-10914505.0444177 y
4392668.59172411 |
|||||||||||||||||||||||||||||||||||||
| 30268 | 2458 0225 X | 30268 | — | S.H. 45 | CREEK | -1 | (3) - 12ft. X 10ft. X 160 RCB SK 45 LF W/ CW | 2014 | 36.47765556 | -98.06357222 | 51.001 | 0 | — | 3 | 45 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98.9 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 550 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30646 BRKEY
30268 NBI No.
30268 On Under
1 Structure No.
2458 0225 X Control No.
058 Lane Ind.
Milepoint
02250 Facility Carried
S.H. 45 Feature Intersected
CREEK Division
04 County
047 Location
2.3 E ALFALFA C/L Sufficiency
98.9 Kind Hwy
3 Level Service
1 Route No.
00045 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
85.499 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2014 ADT Total
550 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
45 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
FG Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
51.001 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
8 Structure Rating
8 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
49.494 HS Inv. Rating Method
3 HS Inv. Method
38.14 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
880 Future ADT Year
2042 Bypass Detour
26 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
30268 ODOT County
24 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
6 Lft. Curb SW
0 Rt. Curb SW
0 Description
(3) - 12ft. X 10ft. X 160 RCB SK 45 LF W/ CW Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
36:28:39.56 Longitude
-98:03:48.86 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 45 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
30268 Vault Link
http://plansrv1/bridgemaintvault/b30268 GIS FO/SD
Meets Standards H Inv. Method
38.14 Latitude DD
36.47765556 Longitude DD
-98.06357222 ODOT County Number
24 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
30646 x
-10916386.9248998 y
4366546.66018642 |
|||||||||||||||||||||||||||||||||||||
| 30171 | 2704 0082 X | 30171 | — | U.S. 60 | SALT FORK ARKANSAS RIVER | -1 | 13-100ft. PCB SPANS | 2013 | 36.66944444 | -97.78972222 | 1301 | 42 | — | 13 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.5 | Good (7) | Good (7) | Good (7) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 1100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30645 BRKEY
30171 NBI No.
30171 On Under
1 Structure No.
2704 0082 X Control No.
004 Lane Ind.
Milepoint
00820 Facility Carried
U.S. 60 Feature Intersected
SALT FORK ARKANSAS RIVER Division
04 County
053 Location
1 E JCT U.S. 81 Sufficiency
97.5 Kind Hwy
2 Level Service
1 Route No.
00060 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
2013 ADT Total
1100 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
13 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
1301 Deck Width
42 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
8 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
76 HS Inv. Rating Method
3 HS Inv. Method
40 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1760 Future ADT Year
2042 Bypass Detour
29.799999 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
30171 ODOT County
27 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
13-100ft. PCB SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.9065 Latitude
36:40:10 Longitude
-97:47:23 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 60 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
30171 Vault Link
http://plansrv1/bridgemaintvault/b30171 GIS FO/SD
Meets Standards H Inv. Method
39 Latitude DD
36.66944444 Longitude DD
-97.78972222 ODOT County Number
27 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
30645 x
-10885902.0823461 y
4393131.21667255 |
|||||||||||||||||||||||||||||||||||||
| 30167 | 5712 0189 X | 30167 | — | S.H. 18 | SALT CREEK | 100.25ft.-100.00ft.-100.25ft. PRESTRESSED BEAM SPANS | 2021 | 36.531203 | -96.719356 | 300.5 | 42 | — | 3 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 100 | Very good (8) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1800 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
30641 BRKEY
30167 NBI No.
30167 On Under
1 Structure No.
5712 0189 X Control No.
012 Lane Ind.
Milepoint
01890 Facility Carried
S.H. 18 Feature Intersected
SALT CREEK Division
08 County
113 Location
2 N OF PAWNEE C/L Sufficiency
100 Kind Hwy
3 Level Service
1 Route No.
00018 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
2021 ADT Total
1800 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
300.5 Deck Width
42 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
76.4 HS Inv. Rating Method
3 HS Inv. Method
51.8 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
2500 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
30167 ODOT County
57 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
100.25ft.-100.00ft.-100.25ft. PRESTRESSED BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
36:31:52.33 Longitude
-96:43:09.68 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 18 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
30167 Vault Link
http://plansrv1/bridgemaintvault/b30167 GIS FO/SD
Meets Standards H Inv. Method
51.7 Latitude DD
36.531203 Longitude DD
-96.719356 ODOT County Number
57 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
30641 x
-10766749.4597733 y
4373962.42724442 |
|||||||||||||||||||||||||||||||||||||
| 30166 | 5734 0654 X | 30166 | — | S.H. 99 | ROCK CREEK | -1 | 40ft.-70ft.-40ft. PRESTRESSED BEAM SPANS 40ft. CL.RDY. W/TR-4 RAIL | 2015 | 36.82638889 | -96.25305556 | 150.499 | 42.001 | — | 1 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98.5 | Very good (8) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 550 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30640 BRKEY
30166 NBI No.
30166 On Under
1 Structure No.
5734 0654 X Control No.
034 Lane Ind.
Milepoint
06540 Facility Carried
S.H. 99 Feature Intersected
ROCK CREEK Division
08 County
113 Location
6 N OF U.S. 60 Sufficiency
98.5 Kind Hwy
3 Level Service
1 Route No.
00099 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
2015 ADT Total
550 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
1 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
150.499 Deck Width
42.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
8 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
63.9 HS Inv. Rating Method
3 HS Inv. Method
49 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
770 Future ADT Year
2042 Bypass Detour
34.18 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
30166 ODOT County
57 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
40ft.-70ft.-40ft. PRESTRESSED BEAM SPANS 40ft. CL.RDY. W/TR-4 RAIL Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.9696 Latitude
36:49:35 Longitude
-96:15:11 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 99 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
30166 Vault Link
http://plansrv1/bridgemaintvault/b30166 GIS FO/SD
Meets Standards H Inv. Method
48.9 Latitude DD
36.82638889 Longitude DD
-96.25305556 ODOT County Number
57 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
30640 x
-10714841.1322359 y
4414935.18588085 |
|||||||||||||||||||||||||||||||||||||
| 30074 | 7274 0745 X | 30074 | — | S.H. 67 | CREEK | -1 | 13ft.X17ft.X13ft.X6ft.X99ft. RC BOX 68ft. CLR. RDWY. SKEW 30 | 1998 | 35.94466111 | -95.89693611 | 33.999 | 0 | — | 3 | 30 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 81.9 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 16 - Minor Arterial (Urban) | B | 11100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30638 BRKEY
30074 NBI No.
30074 On Under
1 Structure No.
7274 0745 X Control No.
074 Lane Ind.
Milepoint
07450 Facility Carried
S.H. 67 Feature Intersected
CREEK Division
08 County
143 Location
.57 E JCT U.S. 64 Sufficiency
81.9 Kind Hwy
3 Level Service
1 Route No.
00067 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
67.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
16 - Minor Arterial (Urban) Year Built
1998 ADT Total
11100 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
AG Appr. Roadway Width
67.999 Span Type Main
M Material
1 - Concrete Design
19 Length
33.999 Deck Width
0 Bridge Open Closed
A TSF Rail
1 TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
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
17760 Future ADT Year
2042 Bypass Detour
3.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
30074 ODOT County
72 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
7.999 Rt. Curb SW
7.999 Description
13ft.X17ft.X13ft.X6ft.X99ft. RC BOX 68ft. CLR. RDWY. SKEW 30 Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.2381 Latitude
35:56:40.78 Longitude
-95:53:48.97 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 67 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
30074 Vault Link
http://plansrv1/bridgemaintvault/b30074 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
35.94466111 Longitude DD
-95.89693611 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
30638 x
-10675198.0964003 y
4293009.49535991 |
|||||||||||||||||||||||||||||||||||||
| 30073 | 7274 0657 X | 30073 | — | S.H. 67 | CREEK | -1 | 3 - 10FT. X 6FT. X 120FT. RCB 68FT. CL .RDWY. | 1998 | 35.94458611 | -95.91257778 | 33.999 | 0 | — | 3 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 81.9 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 16 - Minor Arterial (Urban) | B | 10900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30637 BRKEY
30073 NBI No.
30073 On Under
1 Structure No.
7274 0657 X Control No.
074 Lane Ind.
Milepoint
06570 Facility Carried
S.H. 67 Feature Intersected
CREEK Division
08 County
143 Location
1.45 E OF JCT U.S. 64 Sufficiency
81.9 Kind Hwy
3 Level Service
1 Route No.
00067 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
67.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
16 - Minor Arterial (Urban) Year Built
1998 ADT Total
10900 ADT Year
2022 Design Load
HS 20 Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
FG Appr. Roadway Width
67.999 Span Type Main
M Material
1 - Concrete Design
19 Length
33.999 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
6 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
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
17440 Future ADT Year
2042 Bypass Detour
3.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
30073 ODOT County
72 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3 - 10FT. X 6FT. X 120FT. RCB 68FT. CL .RDWY. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.0833 Latitude
35:56:40.51 Longitude
-95:54:45.28 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 67 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
30073 Vault Link
http://plansrv1/bridgemaintvault/b30073 GIS FO/SD
Meets Standards H Inv. Method
23 Latitude DD
35.94458611 Longitude DD
-95.91257778 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
30637 x
-10676939.3191398 y
4292999.18271234 |
|||||||||||||||||||||||||||||||||||||
| 29979 | 7209 0411WXR | 29979 | — | I-244 SB RAMP 17TH | BNSF R.R. UNDER | -1 | 90ft. PG, 100ft.-146ft.-100ft. CPG, 2(83.5ft. IB) SPANS | 2012 | 36.13861111 | -96.00805556 | 603 | 32 | — | 6 | 0 | 1 | 30 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 93 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 2000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30633 BRKEY
29979 NBI No.
29979 On Under
1 Structure No.
7209 0411WXR Control No.
009 Lane Ind.
W Milepoint
04110 Facility Carried
I-244 SB RAMP 17TH Feature Intersected
BNSF R.R. UNDER Division
08 County
143 Location
4.1 N I-44 Sufficiency
93 Kind Hwy
1 Level Service
7 Route No.
00244 Service Type On
1 Service Type Off
2 Vertical Clearance
_ Horizontal Clearance
30 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
2012 ADT Total
2000 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
6 Road Width
30 Ref. Underclearance Rt.
R Underclearance Right
27 Underclearance Left
16 Deck Structure Type
1 No. Lanes
1 Fill RCB
Appr. Roadway Width
60 Span Type Main
M Material
3 - Steel Design
02 Length
603 Deck Width
32 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
9 Underclearance
9 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
6 HS Operating Rating Method
3 HS Operating Rating
49.6 HS Inv. Rating Method
3 HS Inv. Method
38.2 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
3200 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
1606 Max Measured Clearance
2904 Min Measured Clearance
2703 NBI Rating
29979 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
90ft. PG, 100ft.-146ft.-100ft. CPG, 2(83.5ft. IB) SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
R Alt. Structure Name
-1 H Index
98.7905 Latitude
36:08:19 Longitude
-96:00:29 I257A
1 I257B
1 I257C
0 I257D
1 I257E
0 I263
0 Roadway Name
I-244 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
7 - Ramp, Wye, Connector, etc. Historical Significance
5 Local Bridge ID
-1 NBI Text
29979 Vault Link
http://plansrv1/bridgemaintvault/b29979 GIS FO/SD
Meets Standards H Inv. Method
38.1 Latitude DD
36.13861111 Longitude DD
-96.00805556 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
30633 x
-10687567.8569915 y
4319710.84703197 |
|||||||||||||||||||||||||||||||||||||
| 29978 | 7209 0411EXR | 29978 | — | I-244 NB RAMP 17TH | BNSF R.R. UNDER | -1 | 470ft.-10in. STEEL BEAM BRIDGE | 2014 | 36.138611 | -96.007222 | 470 | 32 | — | 5 | 0 | 1 | 30 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98 | Very good (8) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 2000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30632 BRKEY
29978 NBI No.
29978 On Under
1 Structure No.
7209 0411EXR Control No.
009 Lane Ind.
E Milepoint
04110 Facility Carried
I-244 NB RAMP 17TH Feature Intersected
BNSF R.R. UNDER Division
08 County
143 Location
4.1N I-44 Sufficiency
98 Kind Hwy
1 Level Service
7 Route No.
00244 Service Type On
1 Service Type Off
4 Vertical Clearance
Y Horizontal Clearance
30 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
2014 ADT Total
2000 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
5 Road Width
30 Ref. Underclearance Rt.
R Underclearance Right
27 Underclearance Left
16 Deck Structure Type
1 No. Lanes
1 Fill RCB
Appr. Roadway Width
30 Span Type Main
M Material
3 - Steel Design
02 Length
470 Deck Width
32 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
N Culv. Rating
N Structure Rating
8 Deck Geometry
9 Underclearance
9 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
6 HS Operating Rating Method
3 HS Operating Rating
51.9 HS Inv. Rating Method
3 HS Inv. Method
40.1 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
3200 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
29978 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
470ft.-10in. STEEL BEAM BRIDGE Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
R Alt. Structure Name
-1 H Index
99.7208 Latitude
36:08:19 Longitude
-96:00:26 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-244 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
7 - Ramp, Wye, Connector, etc. Historical Significance
5 Local Bridge ID
-1 NBI Text
29978 Vault Link
http://plansrv1/bridgemaintvault/b29978 GIS FO/SD
Meets Standards H Inv. Method
40 Latitude DD
36.138611 Longitude DD
-96.007222 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
30632 x
-10687475.0655168 y
4319710.83186944 |
|||||||||||||||||||||||||||||||||||||
| 29977 | 7209 0410EX | 29977 | — | I-244 NB | ARKANSAS RIVER & ST. UND | -1 | 3011ft. STEEL AND PC BEAM BRIDGE | 2014 | 36.1375 | -96.0075 | 3011 | 60 | — | 35 | 0 | 4 | 58 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 88.2 | Good (7) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 29950 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30631 BRKEY
29977 NBI No.
29977 On Under
1 Structure No.
7209 0410EX Control No.
009 Lane Ind.
E Milepoint
04100 Facility Carried
I-244 NB Feature Intersected
ARKANSAS RIVER & ST. UND Division
08 County
143 Location
4.1 N I-44 Sufficiency
88.2 Kind Hwy
1 Level Service
1 Route No.
00244 Service Type On
1 Service Type Off
8 Vertical Clearance
Y Horizontal Clearance
58 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
2014 ADT Total
29950 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
35 Road Width
58 Ref. Underclearance Rt.
R Underclearance Right
20 Underclearance Left
15 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
60 Span Type Main
M Material
3 - Steel Design
02 Length
3011 Deck Width
60 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
4 Underclearance
8 Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
6 HS Operating Rating Method
3 HS Operating Rating
40.8 HS Inv. Rating Method
3 HS Inv. Method
31.4 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
47920 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
29977 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
3011ft. STEEL AND PC BEAM BRIDGE Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.849 Latitude
36:08:15 Longitude
-96:00:27 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-244 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
29977 Vault Link
http://plansrv1/bridgemaintvault/b29977 GIS FO/SD
Meets Standards H Inv. Method
31.3 Latitude DD
36.1375 Longitude DD
-96.0075 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
30631 x
-10687506.0123352 y
4319557.69144766 |
|||||||||||||||||||||||||||||||||||||
| 30264 | 4317 0350 X | 30264 | — | I-35 NB ON RAMP | I-35 NB OFF RAMP ROGERS | -1 | 107ft.-105ft.-109ft. PCB SK 60RF W/29 CLR. RDY | 2014 | 33.76865 | -97.13417778 | 320.915 | 32.001 | — | 3 | 60 | 1 | 28.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 86.7 | Very good (8) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | A | 27400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30624 BRKEY
30264 NBI No.
30264 On Under
1 Structure No.
4317 0350 X Control No.
017 Lane Ind.
Milepoint
03500 Facility Carried
I-35 NB ON RAMP Feature Intersected
I-35 NB OFF RAMP ROGERS Division
07 County
085 Location
3.5 N TEXAS S/L Sufficiency
86.7 Kind Hwy
1 Level Service
7 Route No.
00035 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
28.999 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
2014 ADT Total
27400 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
60 No. Main Spans
3 Road Width
28.999 Ref. Underclearance Rt.
H Underclearance Right
5 Underclearance Left
0 Deck Structure Type
1 No. Lanes
1 Fill RCB
Appr. Roadway Width
28.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
320.915 Deck Width
32.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
N Culv. Rating
N Structure Rating
8 Deck Geometry
9 Underclearance
3 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
93 HS Inv. Rating Method
3 HS Inv. Method
46 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
43840 Future ADT Year
2042 Bypass Detour
4.3 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
40 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
1704 Min Measured Clearance
1704 NBI Rating
30264 ODOT County
43 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
107ft.-105ft.-109ft. PCB SK 60RF W/29 CLR. RDY Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.0487 Latitude
33:46:07.14 Longitude
-97:08:03.04 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-35 NB ON RAMP 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
105A NBI Text
30264 Vault Link
http://plansrv1/bridgemaintvault/b30264 GIS FO/SD
FO H Inv. Method
45 Latitude DD
33.76865 Longitude DD
-97.13417778 ODOT County Number
43 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
30624 x
-10812927.2090929 y
3997779.51570698 |
|||||||||||||||||||||||||||||||||||||
| 30164 | 4138 0195 X | 30164 | — | S.H. 102 | CREEK | 20 ft X 8 ft BROKEN BACK R.C.B., 2:1 TO A 20 ft X 15 ft BROKEN BACK X 173 ft 4 in CLR. RDWY. | 2017 | 35.518372 | -97.088547 | 20 | 0 | — | 1 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 98.4 | Satisfactory (6) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Satisfactory (6) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1092 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
30620 BRKEY
30164 NBI No.
30164 On Under
1 Structure No.
4138 0195 X Control No.
038 Lane Ind.
Milepoint
01950 Facility Carried
S.H. 102 Feature Intersected
CREEK Division
03 County
081 Location
1.95 MI. N JCT. U.S. 62 Sufficiency
98.4 Kind Hwy
3 Level Service
0 Route No.
00102 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2017 ADT Total
1092 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
1 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
8 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
20 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
6 Structure Rating
6 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
100 HS Inv. Rating Method
3 HS Inv. Method
100 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1537 Future ADT Year
2042 Bypass Detour
19.9 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
30164 ODOT County
41 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
20 ft X 8 ft BROKEN BACK R.C.B., 2:1 TO A 20 ft X 15 ft BROKEN BACK X 173 ft 4 in CLR. RDWY. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:31:06.14 Longitude
-97:05:18.77 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 102 Scour
5 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
0 - None Historical Significance
5 Local Bridge ID
NBI Text
30164 Vault Link
http://plansrv1/bridgemaintvault/b30164 GIS FO/SD
Meets Standards H Inv. Method
100 Latitude DD
35.518372 Longitude DD
-97.088547 ODOT County Number
41 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
30620 x
-10807847.6138988 y
4234550.87690627 |
|||||||||||||||||||||||||||||||||||||
| 30068 | 2710 1862 X | 30068 | — | U.S. 81 | CREEK | -1 | 60ft.-80ft.-45ft. P.C. BEAM X 40ft. CLR RDY | 2015 | 36.907233 | -97.665481 | 185.499 | 42.169 | — | 3 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 96.8 | Very good (8) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 790 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30614 BRKEY
30068 NBI No.
30068 On Under
1 Structure No.
2710 1862 X Control No.
010 Lane Ind.
Milepoint
18620 Facility Carried
U.S. 81 Feature Intersected
CREEK Division
04 County
053 Location
6.7 N JCT S.H. 11 Sufficiency
96.8 Kind Hwy
2 Level Service
1 Route No.
00081 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
2015 ADT Total
790 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
185.499 Deck Width
42.169 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
8 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
59 HS Inv. Rating Method
3 HS Inv. Method
37 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1264 Future ADT Year
2042 Bypass Detour
49.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
30068 ODOT County
27 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
60ft.-80ft.-45ft. P.C. BEAM X 40ft. CLR RDY Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.5668 Latitude
36:54:26.04 Longitude
-97:39:55.73 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 81 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
30068 Vault Link
http://plansrv1/bridgemaintvault/b30068 GIS FO/SD
Meets Standards H Inv. Method
36 Latitude DD
36.907233 Longitude DD
-97.665481 ODOT County Number
27 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
30614 x
-10872071.6130001 y
4426184.13981656 |
|||||||||||||||||||||||||||||||||||||
| 30067 | 2710 1774 X | 30067 | — | U.S. 81 | POLECAT CREEK | -1 | 45ft.-75ft.-45ft. P.C. BEAM X 40ft. CLR. RDY | 2015 | 36.89604722 | -97.67300278 | 165.499 | 42.169 | — | 3 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95.3 | 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) | C | 830 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30613 BRKEY
30067 NBI No.
30067 On Under
1 Structure No.
2710 1774 X Control No.
010 Lane Ind.
Milepoint
17740 Facility Carried
U.S. 81 Feature Intersected
POLECAT CREEK Division
04 County
053 Location
6 N OF JCT S.H. 11 Sufficiency
95.3 Kind Hwy
2 Level Service
1 Route No.
00081 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
2015 ADT Total
830 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
165.499 Deck Width
42.169 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
8 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
60 HS Inv. Rating Method
3 HS Inv. Method
33 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1328 Future ADT Year
2042 Bypass Detour
49.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
30067 ODOT County
27 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
45ft.-75ft.-45ft. P.C. BEAM X 40ft. CLR. RDY Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.4099 Latitude
36:53:45.77 Longitude
-97:40:22.81 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 81 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
30067 Vault Link
http://plansrv1/bridgemaintvault/b30067 GIS FO/SD
Meets Standards H Inv. Method
32 Latitude DD
36.89604722 Longitude DD
-97.67300278 ODOT County Number
27 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
30613 x
-10872908.9337196 y
4424626.99840068 |
|||||||||||||||||||||||||||||||||||||
| 30066 | 5835 0386 X | 30066 | — | S.H. 125 | HUDSON CREEK | -1 | 50ft.-75ft.-50ft. TYPE III PC BEAM 40ft. CLR.RDY.W/TR-4 RAIL | 2014 | 36.80413333 | -94.85527778 | 175.499 | 42.001 | — | 3 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 96.3 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 3300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30612 BRKEY
30066 NBI No.
30066 On Under
1 Structure No.
5835 0386 X Control No.
035 Lane Ind.
Milepoint
03860 Facility Carried
S.H. 125 Feature Intersected
HUDSON CREEK Division
08 County
115 Location
3.8 N OF U.S. 60 Sufficiency
96.3 Kind Hwy
3 Level Service
1 Route No.
00125 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2014 ADT Total
3300 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
175.499 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
7 Super Rating
8 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
60.7 HS Inv. Rating Method
3 HS Inv. Method
44.6 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
5280 Future ADT Year
2042 Bypass Detour
14.9 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
30066 ODOT County
58 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
50ft.-75ft.-50ft. TYPE III PC BEAM 40ft. CLR.RDY.W/TR-4 RAIL Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.8951 Latitude
36:48:14.88 Longitude
-94:51:19 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 125 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
30066 Vault Link
http://plansrv1/bridgemaintvault/b30066 GIS FO/SD
Meets Standards H Inv. Method
44.5 Latitude DD
36.80413333 Longitude DD
-94.85527778 ODOT County Number
58 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
30612 x
-10559241.2215241 y
4411840.55067801 |
|||||||||||||||||||||||||||||||||||||
| 29969 | 7209 0410WX | 29969 | — | I-244 SB | ARKANSAS RIV./CITY ST. | -1 | 3296ft. MULTIMODAL BRIDGE | 2012 | 36.1375 | -96.00805556 | 3296 | 63 | — | 37 | 0 | 3 | 60 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 88.7 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 31500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30605 BRKEY
29969 NBI No.
29969 On Under
1 Structure No.
7209 0410WX Control No.
009 Lane Ind.
W Milepoint
04100 Facility Carried
I-244 SB Feature Intersected
ARKANSAS RIV./CITY ST. Division
08 County
143 Location
4.1 N OF I-44 Sufficiency
88.7 Kind Hwy
1 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
8 Vertical Clearance
Y Horizontal Clearance
60 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
2012 ADT Total
31500 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
37 Road Width
60 Ref. Underclearance Rt.
R Underclearance Right
40 Underclearance Left
27 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
65 Span Type Main
M Material
3 - Steel Design
02 Length
3296 Deck Width
63 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
3 Bridge Posting
5 Waterway Adequacy
6 Approach Alignment
6 HS Operating Rating Method
3 HS Operating Rating
47.7 HS Inv. Rating Method
3 HS Inv. Method
36.8 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
50400 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
29969 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
3296ft. MULTIMODAL BRIDGE Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.7629 Latitude
36:08:15 Longitude
-96:00:29 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
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
29969 Vault Link
http://plansrv1/bridgemaintvault/b29969 GIS FO/SD
FO H Inv. Method
36.7 Latitude DD
36.1375 Longitude DD
-96.00805556 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
30605 x
-10687567.8569915 y
4319557.69144766 |
|||||||||||||||||||||||||||||||||||||
| 30261 | 2712 0691 X | 30261 | — | S.H. 11 | CROOKED CREEK | -1 | 60ft.-80ft.-60ft., TYPE 3-4-3 PCB W/ 40ft. CLY & TR-4 RAIL | 2016 | 36.81103056 | -97.98430278 | 200.499 | 42.169 | — | 3 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 96 | 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 | 1200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30603 BRKEY
30261 NBI No.
30261 On Under
1 Structure No.
2712 0691 X Control No.
012 Lane Ind.
Milepoint
06910 Facility Carried
S.H. 11 Feature Intersected
CROOKED CREEK Division
04 County
053 Location
7 E ALFALFA C/L Sufficiency
96 Kind Hwy
3 Level Service
1 Route No.
00011 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
2016 ADT Total
1200 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
200.499 Deck Width
42.169 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
47 HS Inv. Rating Method
3 HS Inv. Method
34 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1920 Future ADT Year
2042 Bypass Detour
36.000001 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
30261 ODOT County
27 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
60ft.-80ft.-60ft., TYPE 3-4-3 PCB W/ 40ft. CLY & TR-4 RAIL Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.959 Latitude
36:48:39.71 Longitude
-97:59:03.49 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 11 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
30261 Vault Link
http://plansrv1/bridgemaintvault/b30261 GIS FO/SD
Meets Standards H Inv. Method
33 Latitude DD
36.81103056 Longitude DD
-97.98430278 ODOT County Number
27 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
30603 x
-10907562.6912035 y
4412799.51417423 |
|||||||||||||||||||||||||||||||||||||
| 30260 | 2706 0748 X | 30260 | — | U.S. 64 | TRIB of SAND CREEK | -1 | 70ft.-100ft.-70ft. TYPE III & IV PC BEAM 40ft. CLR RDWY | 2015 | 36.66593889 | -97.97357778 | 240.499 | 42.165 | — | 3 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.7 | Very good (8) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 1200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30602 BRKEY
30260 NBI No.
30260 On Under
1 Structure No.
2706 0748 X Control No.
006 Lane Ind.
Milepoint
07480 Facility Carried
U.S. 64 Feature Intersected
TRIB of SAND CREEK Division
04 County
053 Location
7.5 E ALFALFA C/L Sufficiency
97.7 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2015 ADT Total
1200 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
240.499 Deck Width
42.165 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
7 Culv. Rating
N Structure Rating
8 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
70 HS Inv. Rating Method
3 HS Inv. Method
39 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1920 Future ADT Year
2042 Bypass Detour
24.9 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
30260 ODOT County
27 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
70ft.-100ft.-70ft. TYPE III & IV PC BEAM 40ft. CLR RDWY Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
97.7589 Latitude
36:39:57.38 Longitude
-97:58:24.88 I257A
1 I257B
1 I257C
1 I257D
0 I257E
1 I263
0 Roadway Name
U.S. 64 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
30260 Vault Link
http://plansrv1/bridgemaintvault/b30260 GIS FO/SD
Meets Standards H Inv. Method
38 Latitude DD
36.66593889 Longitude DD
-97.97357778 ODOT County Number
27 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
30602 x
-10906368.7896648 y
4392644.7063185 |
|||||||||||||||||||||||||||||||||||||
| 30259 | 2706 0728 X | 30259 | — | U.S. 64 | SAND CREEK | -1 | 3-50ft. TYPE II PC BEAM W/40ft. CLR RDWY | 2015 | 36.66583333 | -97.9775 | 150.499 | 42.165 | — | 3 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95.7 | Good (7) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 1200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30601 BRKEY
30259 NBI No.
30259 On Under
1 Structure No.
2706 0728 X Control No.
006 Lane Ind.
Milepoint
07280 Facility Carried
U.S. 64 Feature Intersected
SAND CREEK Division
04 County
053 Location
7.3 E ALFALFA C/L Sufficiency
95.7 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2015 ADT Total
1200 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
150.499 Deck Width
42.165 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
60 HS Inv. Rating Method
3 HS Inv. Method
32 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1920 Future ADT Year
2042 Bypass Detour
24.9 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
30259 ODOT County
27 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-50ft. TYPE II PC BEAM W/40ft. CLR RDWY Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.5448 Latitude
36:39:57 Longitude
-97:58:39 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 64 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
30259 Vault Link
http://plansrv1/bridgemaintvault/b30259 GIS FO/SD
Meets Standards H Inv. Method
31 Latitude DD
36.66583333 Longitude DD
-97.9775 ODOT County Number
27 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
30601 x
-10906805.409198 y
4392630.05674051 |
|||||||||||||||||||||||||||||||||||||
| 30258 | 2706 0709 X | 30258 | — | U.S. 64 | UNNAMED CREEK | -1 | 3-30ft. SLAB SPAN W/40ft. CLEAR RDWY | 2015 | 36.665833 | -97.980833 | 88.668 | 42.169 | — | 3 | 0 | 2 | 40 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.7 | Very good (8) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 1200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30600 BRKEY
30258 NBI No.
30258 On Under
1 Structure No.
2706 0709 X Control No.
006 Lane Ind.
Milepoint
07090 Facility Carried
U.S. 64 Feature Intersected
UNNAMED CREEK Division
04 County
053 Location
7.1 E ALFALFA C/L Sufficiency
97.7 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2015 ADT Total
1200 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
01 Length
88.668 Deck Width
42.169 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
71 HS Inv. Rating Method
3 HS Inv. Method
54 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1920 Future ADT Year
2042 Bypass Detour
24.9 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
30258 ODOT County
27 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-30ft. SLAB SPAN W/40ft. CLEAR RDWY Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.606 Latitude
36:39:57 Longitude
-97:58:51 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 64 Scour
8 Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
30258 Vault Link
http://plansrv1/bridgemaintvault/b30258 GIS FO/SD
Meets Standards H Inv. Method
53 Latitude DD
36.665833 Longitude DD
-97.980833 ODOT County Number
27 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
30600 x
-10907176.4370608 y
4392630.01094326 |
|||||||||||||||||||||||||||||||||||||
| 30257 | 2706 0676 X | 30257 | — | U.S. 64 | COLDWATER CREEK | -1 | 3-50ft. PC BEAM TYPE II, 40ft. CLEAR RDWY | 2015 | 36.66593056 | -97.98686389 | 150.499 | 42.169 | — | 3 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95.7 | Good (7) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 1200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30599 BRKEY
30257 NBI No.
30257 On Under
1 Structure No.
2706 0676 X Control No.
006 Lane Ind.
Milepoint
06760 Facility Carried
U.S. 64 Feature Intersected
COLDWATER CREEK Division
04 County
053 Location
6.8 E OF ALFALFA C/L Sufficiency
95.7 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2015 ADT Total
1200 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
150.499 Deck Width
42.169 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
60 HS Inv. Rating Method
3 HS Inv. Method
32 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1920 Future ADT Year
2042 Bypass Detour
24.9 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
30257 ODOT County
27 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-50ft. PC BEAM TYPE II, 40ft. CLEAR RDWY Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.4587 Latitude
36:39:57.35 Longitude
-97:59:12.71 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 64 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
30257 Vault Link
http://plansrv1/bridgemaintvault/b30257 GIS FO/SD
Meets Standards H Inv. Method
31 Latitude DD
36.66593056 Longitude DD
-97.98686389 ODOT County Number
27 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
30599 x
-10907847.7926646 y
4392643.55028343 |
|||||||||||||||||||||||||||||||||||||
| 30256 | 2706 0649 X | 30256 | — | U.S. 64 | UNNAMED CREEK | -1 | 5-30ft. SLAB SPAN W/40ft. CLEAR RDWY | 2015 | 36.665833 | -97.991944 | 148.668 | 42.169 | — | 5 | 0 | 2 | 40 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.7 | Very good (8) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 1200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30598 BRKEY
30256 NBI No.
30256 On Under
1 Structure No.
2706 0649 X Control No.
006 Lane Ind.
Milepoint
06490 Facility Carried
U.S. 64 Feature Intersected
UNNAMED CREEK Division
04 County
053 Location
6.5 E ALFALFA C/L Sufficiency
97.7 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2015 ADT Total
1200 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
5 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
1 - Concrete Design
01 Length
148.668 Deck Width
42.169 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
71 HS Inv. Rating Method
3 HS Inv. Method
55 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1920 Future ADT Year
2042 Bypass Detour
24.9 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
30256 ODOT County
27 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
5-30ft. SLAB SPAN W/40ft. CLEAR RDWY Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.3783 Latitude
36:39:57 Longitude
-97:59:31 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 64 Scour
8 Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
30256 Vault Link
http://plansrv1/bridgemaintvault/b30256 GIS FO/SD
Meets Standards H Inv. Method
54 Latitude DD
36.665833 Longitude DD
-97.991944 ODOT County Number
27 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
30598 x
-10908413.307923 y
4392630.01094326 |
|||||||||||||||||||||||||||||||||||||
| 30060 | 5542 0470 X | 30060 | — | NW 50TH ST. | I-235/ R.R.UNDER | 75ft.PCB, 2-65ft.BOX BM & 138.26ft.-151.74ft. PLATE | 2018 | 35.522258 | -97.516589 | 495 | 73 | — | 2 | 0 | 4 | 64 | 3 - Steel | Mixed types (20) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 96.1 | Very good (8) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 5000 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
30588 BRKEY
30060 NBI No.
30060 On Under
1 Structure No.
5542 0470 X Control No.
Lane Ind.
Milepoint
Facility Carried
NW 50TH ST. Feature Intersected
I-235/ R.R.UNDER Division
04 County
109 Location
4.7 N I-40 Sufficiency
96.1 Kind Hwy
1 Level Service
1 Route No.
00235 Service Type On
1 Service Type Off
4 Vertical Clearance
N Horizontal Clearance
99.9 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
2018 ADT Total
5000 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
2 Road Width
64 Ref. Underclearance Rt.
H Underclearance Right
42.648 Underclearance Left
16.404 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
64 Span Type Main
M Material
3 - Steel Design
20 Length
495 Deck Width
73 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
5 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
55.3 HS Inv. Rating Method
3 HS Inv. Method
42.7 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
8000 Future ADT Year
2042 Bypass Detour
2.49 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
40 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
30060 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
2 DK Protect.
1 DK Surf. Type
4 Lft. Curb SW
6 Rt. Curb SW
0 Description
75ft.PCB, 2-65ft.BOX BM & 138.26ft.-151.74ft. PLATE Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:31:20.55 Longitude
-97:30:58.84 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
1 Roadway Name
NW 50TH ST. Scour
N Design Structure
20 - Mixed Types FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
30060 Vault Link
http://plansrv1/bridgemaintvault/b30060 GIS FO/SD
Meets Standards H Inv. Method
42.6 Latitude DD
35.522258 Longitude DD
-97.516589 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
30588 x
-10855497.0313769 y
4235082.37027702 |
|||||||||||||||||||||||||||||||||||||
| 30059 | 5542 0450 X | 30059 | — | B.N. & S.F. R.R. | I-235 UNDER | 2-275ft. HIGH TRUSS SPANS | 2018 | 35.521589 | -97.517369 | 558.667 | 14.73 | — | 2 | 0 | 7 | 153.96 | 3 - Steel | Truss — Thru (10) | M | Steel plate (orthotropic) (5) | ! | -1 | _ | Not applicable (N) | Not applicable (N) | Not applicable (N) | Not applicable (N) | 27 - Railroad | 27 - Railroad | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 80600 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
30587 BRKEY
30059 NBI No.
30059 On Under
2 Structure No.
5542 0450 X Control No.
042 Lane Ind.
Milepoint
04500 Facility Carried
B.N. & S.F. R.R. Feature Intersected
I-235 UNDER Division
04 County
109 Location
4.5 N OF I-40 Sufficiency
-1 Kind Hwy
1 Level Service
1 Route No.
00235 Service Type On
2 Service Type Off
1 Vertical Clearance
M Horizontal Clearance
76.98 Bridge System
A Owner
27 - Railroad Custodian
27 - Railroad Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
2018 ADT Total
80600 ADT Year
2022 Design Load
Railroad Skew
0 No. Main Spans
2 Road Width
153.96 Ref. Underclearance Rt.
H Underclearance Right
11.01 Underclearance Left
17.99 Deck Structure Type
5 No. Lanes
7 Fill RCB
Appr. Roadway Width
153.96 Span Type Main
M Material
3 - Steel Design
10 Length
558.667 Deck Width
14.73 Bridge Open Closed
! TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
N Culv. Rating
N Structure Rating
_ Deck Geometry
_ Underclearance
_ Bridge Posting
! Waterway Adequacy
N Approach Alignment
6 HS Operating Rating Method
! HS Operating Rating
0 HS Inv. Rating Method
! HS Inv. Method
0 H Operating Rating
! H Inv. Rating Method
! Future ADT
128960 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
60 Narrow or 1 Lane
N Advanced Warning Sign
Y Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
30059 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
9 Lft. Curb SW
2.1 Rt. Curb SW
2.1 Description
2-275ft. HIGH TRUSS SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:31:17.72 Longitude
-97:31:02.53 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
I-235 UNDER Scour
N Design Structure
10 - Truss - Thru FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
30059 Vault Link
http://plansrv1/bridgemaintvault/b30059 GIS FO/SD
Meets Standards H Inv. Method
0 Latitude DD
35.521589 Longitude DD
-97.517369 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
30587 x
-10855583.8605798 y
4234990.86842661 |
|||||||||||||||||||||||||||||||||||||
| 30058 | 3828 0096 X | 30058 | — | S.H. 54 | CREEK | -1 | 1 - 130ft. P/S CONCRETE SPAN | 2014 | 35.08694444 | -98.86694444 | 130 | 42.001 | — | 1 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94.7 | Satisfactory (6) | Very good (8) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 910 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30586 BRKEY
30058 NBI No.
30058 On Under
1 Structure No.
3828 0096 X Control No.
028 Lane Ind.
Milepoint
00960 Facility Carried
S.H. 54 Feature Intersected
CREEK Division
05 County
075 Location
.9 N JCT S.H. 54/S.H. 9 Sufficiency
94.7 Kind Hwy
3 Level Service
1 Route No.
00054 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40.01 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2014 ADT Total
910 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
1 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
32.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
130 Deck Width
42.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
8 Super Rating
8 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
6 Deck Geometry
8 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
9 HS Operating Rating Method
3 HS Operating Rating
72 HS Inv. Rating Method
3 HS Inv. Method
30 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1456 Future ADT Year
2042 Bypass Detour
20.000001 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
30058 ODOT County
38 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
1 - 130ft. P/S CONCRETE SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
98.0612 Latitude
35:05:13 Longitude
-98:52:01 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 54 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
30058 Vault Link
http://plansrv1/bridgemaintvault/b30058 GIS FO/SD
Meets Standards H Inv. Method
29 Latitude DD
35.08694444 Longitude DD
-98.86694444 ODOT County Number
38 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
30586 x
-11005817.9113477 y
4175702.83233802 |
|||||||||||||||||||||||||||||||||||||
| 30255 | 6004 1181 X | 30255 | — | S.H. 18 | SALT CREEK | -1 | 3-70ft. TYPE III PC BEAMS X 40ft. CLR RDWY | 2015 | 36.15390278 | -96.78421111 | 210.499 | 42.169 | — | 3 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.7 | 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 | 970 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30579 BRKEY
30255 NBI No.
30255 On Under
1 Structure No.
6004 1181 X Control No.
004 Lane Ind.
Milepoint
11810 Facility Carried
S.H. 18 Feature Intersected
SALT CREEK Division
04 County
119 Location
.3 S OF PAWNEE C/L Sufficiency
97.7 Kind Hwy
3 Level Service
1 Route No.
00018 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
2015 ADT Total
970 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
210.499 Deck Width
42.169 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
8 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
56.1 HS Inv. Rating Method
3 HS Inv. Method
39 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1552 Future ADT Year
2042 Bypass Detour
31.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
30255 ODOT County
60 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-70ft. TYPE III PC BEAMS X 40ft. CLR RDWY Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.0808 Latitude
36:09:14.05 Longitude
-96:47:03.16 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 18 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
30255 Vault Link
http://plansrv1/bridgemaintvault/b30255 GIS FO/SD
Meets Standards H Inv. Method
38.9 Latitude DD
36.15390278 Longitude DD
-96.78421111 ODOT County Number
60 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
30579 x
-10773969.0975939 y
4321818.87370664 |
|||||||||||||||||||||||||||||||||||||
| 30254 | 6004 1171 X | 30254 | — | S.H. 18 | CREEK | -1 | 130ft. BULB TEE TYPE J BEAM X 40ft. CLR RDWY | 2015 | 36.15240833 | -96.78427778 | 130.499 | 42.169 | — | 1 | 0 | 2 | 40 | 5 - Prestressed Concrete | Tee Beam (04) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.7 | 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 | 950 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30578 BRKEY
30254 NBI No.
30254 On Under
1 Structure No.
6004 1171 X Control No.
004 Lane Ind.
Milepoint
11710 Facility Carried
S.H. 18 Feature Intersected
CREEK Division
04 County
119 Location
.4 S PAWNEE C/L Sufficiency
97.7 Kind Hwy
3 Level Service
1 Route No.
00018 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
2015 ADT Total
950 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
1 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
04 Length
130.499 Deck Width
42.169 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
8 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
72.2 HS Inv. Rating Method
3 HS Inv. Method
48.2 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1552 Future ADT Year
2042 Bypass Detour
31.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
30254 ODOT County
60 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
130ft. BULB TEE TYPE J BEAM X 40ft. CLR RDWY Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.4762 Latitude
36:09:08.67 Longitude
-96:47:03.4 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 18 Scour
8 Design Structure
4 - Tee Beam FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
30254 Vault Link
http://plansrv1/bridgemaintvault/b30254 GIS FO/SD
Meets Standards H Inv. Method
48.1 Latitude DD
36.15240833 Longitude DD
-96.78427778 ODOT County Number
60 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
30578 x
-10773976.5192643 y
4321612.83881573 |
|||||||||||||||||||||||||||||||||||||
| 30253 | 3710 1192 X | 30253 | — | S.H. 33 | CAMPBELL CREEK | -1 | 135ft. J TYPE PC BEAM W/ TR-4 RAILS | 2015 | 35.84194444 | -97.72555556 | 135.499 | 42.165 | — | 1 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 93.2 | Very good (8) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30577 BRKEY
30253 NBI No.
30253 On Under
1 Structure No.
3710 1192 X Control No.
010 Lane Ind.
Milepoint
11920 Facility Carried
S.H. 33 Feature Intersected
CAMPBELL CREEK Division
04 County
073 Location
12 E OF JCT U.S. 81 Sufficiency
93.2 Kind Hwy
3 Level Service
1 Route No.
00033 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
2015 ADT Total
1600 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
1 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
135.499 Deck Width
42.165 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
80 HS Inv. Rating Method
3 HS Inv. Method
42 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
2560 Future ADT Year
2042 Bypass Detour
52.819998 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
30253 ODOT County
37 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
135ft. J TYPE PC BEAM W/ TR-4 RAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
98.0382 Latitude
35:50:31 Longitude
-97:43:32 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
30253 Vault Link
http://plansrv1/bridgemaintvault/b30253 GIS FO/SD
Meets Standards H Inv. Method
41 Latitude DD
35.84194444 Longitude DD
-97.72555556 ODOT County Number
37 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
30577 x
-10878759.082429 y
4278894.90837413 |
|||||||||||||||||||||||||||||||||||||
| 30150 | 0312 0335SX | 30150 | — | S.H. 3 EB | SAND CREEK | -1 | 1-65ft. & 2-55ft. P.C. BM. SPANS 38.0ft. CL. RDY. W/F SHAPE PARAPET | 2015 | 34.35308056 | -96.08689722 | 175 | 40 | — | 3 | 0 | 2 | 37.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94.6 | Good (7) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 2550 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30570 BRKEY
30150 NBI No.
30150 On Under
1 Structure No.
0312 0335SX Control No.
012 Lane Ind.
S Milepoint
03350 Facility Carried
S.H. 3 EB Feature Intersected
SAND CREEK Division
02 County
005 Location
3.2 E OF ATOKA Sufficiency
94.6 Kind Hwy
3 Level Service
1 Route No.
00003 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
37.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
2015 ADT Total
2550 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
175 Deck Width
40 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
65.7 HS Inv. Rating Method
3 HS Inv. Method
34.4 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
4080 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
30150 ODOT County
03 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
1.099 Rt. Curb SW
1.099 Description
1-65ft. & 2-55ft. P.C. BM. SPANS 38.0ft. CL. RDY. W/F SHAPE PARAPET Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
34:21:11.09 Longitude
-96:05:12.83 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 3 EB Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
34 NBI Text
30150 Vault Link
http://plansrv1/bridgemaintvault/b30150 GIS FO/SD
Meets Standards H Inv. Method
34.3 Latitude DD
34.35308056 Longitude DD
-96.08689722 ODOT County Number
3 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
30570 x
-10696344.470436 y
4076311.22682688 |
|||||||||||||||||||||||||||||||||||||
| 30057 | 3826 2899 X | 30057 | — | S.H. 54 | CREEK | -1 | 55ft.-55ft.-55ft. P/S CONCRETE BEAM SPANS | 2014 | 35.05194444 | -98.86694444 | 165 | 42.001 | — | 3 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.7 | Good (7) | Very good (8) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30567 BRKEY
30057 NBI No.
30057 On Under
1 Structure No.
3826 2899 X Control No.
026 Lane Ind.
Milepoint
28990 Facility Carried
S.H. 54 Feature Intersected
CREEK Division
05 County
075 Location
1.4 S JCT S.H. 54/S.H. 9 Sufficiency
97.7 Kind Hwy
3 Level Service
1 Route No.
00054 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2014 ADT Total
1300 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
27.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
165 Deck Width
42.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
8 Super Rating
8 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
66 HS Inv. Rating Method
3 HS Inv. Method
39 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
2080 Future ADT Year
2042 Bypass Detour
23 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
30057 ODOT County
38 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
55ft.-55ft.-55ft. P/S CONCRETE BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
98.372 Latitude
35:03:07 Longitude
-98:52:01 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 54 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
30057 Vault Link
http://plansrv1/bridgemaintvault/b30057 GIS FO/SD
Meets Standards H Inv. Method
38 Latitude DD
35.05194444 Longitude DD
-98.86694444 ODOT County Number
38 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
30567 x
-11005817.9113477 y
4170942.42846198 |
|||||||||||||||||||||||||||||||||||||
| 30056 | 3826 2444 X | 30056 | — | S.H. 54 | RAINY MOUNTAIN CREEK | -1 | 80ft.-90ft.-80ft. P/S CONCRETE BEAMS, SK 30 DEG RF | 2015 | 34.98611111 | -98.86666667 | 250 | 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) | 97.7 | Very good (8) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 960 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30566 BRKEY
30056 NBI No.
30056 On Under
1 Structure No.
3826 2444 X Control No.
026 Lane Ind.
Milepoint
24440 Facility Carried
S.H. 54 Feature Intersected
RAINY MOUNTAIN CREEK Division
05 County
075 Location
6 N OF S.H. 19 E JCT Sufficiency
97.7 Kind Hwy
3 Level Service
1 Route No.
00054 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2015 ADT Total
960 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
27.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
250 Deck Width
42.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
8 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
9 HS Operating Rating Method
3 HS Operating Rating
77 HS Inv. Rating Method
3 HS Inv. Method
39 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1536 Future ADT Year
2042 Bypass Detour
31 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
30056 ODOT County
38 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
80ft.-90ft.-80ft. P/S CONCRETE BEAMS, SK 30 DEG RF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.8862 Latitude
34:59:10 Longitude
-98:52:00 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 54 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
30056 Vault Link
http://plansrv1/bridgemaintvault/b30056 GIS FO/SD
Meets Standards H Inv. Method
38 Latitude DD
34.98611111 Longitude DD
-98.86666667 ODOT County Number
38 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
30566 x
-11005786.9901327 y
4161993.85953737 |
|||||||||||||||||||||||||||||||||||||
| 30055 | 3826 2397 X | 30055 | — | S.H. 54 | CREEK | -1 | 60ft.-70ft.-60ft. P/S CONCRETE BEAM SPANS | 2015 | 34.97916667 | -98.86666667 | 190 | 42.001 | — | 3 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 92.6 | Very good (8) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 960 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30565 BRKEY
30055 NBI No.
30055 On Under
1 Structure No.
3826 2397 X Control No.
026 Lane Ind.
Milepoint
23970 Facility Carried
S.H. 54 Feature Intersected
CREEK Division
05 County
075 Location
5.5 N OF S.H. 19 E JCT Sufficiency
92.6 Kind Hwy
3 Level Service
1 Route No.
00054 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2015 ADT Total
960 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
42.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
190 Deck Width
42.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
8 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
47 HS Inv. Rating Method
3 HS Inv. Method
36 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1536 Future ADT Year
2042 Bypass Detour
31 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
30055 ODOT County
38 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
60ft.-70ft.-60ft. P/S CONCRETE BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.9331 Latitude
34:58:45 Longitude
-98:51:60 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 54 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
30055 Vault Link
http://plansrv1/bridgemaintvault/b30055 GIS FO/SD
Meets Standards H Inv. Method
35 Latitude DD
34.97916667 Longitude DD
-98.86666667 ODOT County Number
38 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
30565 x
-11005786.9901327 y
4161050.3380217 |
|||||||||||||||||||||||||||||||||||||
| 30053 | 3826 2356 X | 30053 | — | S.H. 54 | CREEK | -1 | 50ft.-60ft.-50ft. P/S CONCRETE BEAM SPANS | 2015 | 34.97332778 | -98.86661111 | 160 | 42.001 | — | 3 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.7 | Very good (8) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 960 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30563 BRKEY
30053 NBI No.
30053 On Under
1 Structure No.
3826 2356 X Control No.
026 Lane Ind.
Milepoint
23560 Facility Carried
S.H. 54 Feature Intersected
CREEK Division
05 County
075 Location
5.2 N S.H. 19 E JCT Sufficiency
97.7 Kind Hwy
3 Level Service
1 Route No.
00054 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2015 ADT Total
960 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
27.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
160 Deck Width
42.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
8 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
49 HS Inv. Rating Method
3 HS Inv. Method
37 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1536 Future ADT Year
2042 Bypass Detour
31 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
30053 ODOT County
38 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
50ft.-60ft.-50ft. P/S CONCRETE BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.92 Latitude
34:58:23.98 Longitude
-98:51:59.8 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 54 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
30053 Vault Link
http://plansrv1/bridgemaintvault/b30053 GIS FO/SD
Meets Standards H Inv. Method
36 Latitude DD
34.97332778 Longitude DD
-98.86661111 ODOT County Number
38 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
30563 x
-11005780.8052218 y
4160257.08639057 |
|||||||||||||||||||||||||||||||||||||
| 30052 | 4726 0324 X | 30052 | — | U.S. 412 | CREEK | -1 | 2-12 X 10X104.6' long RC BOX | 2015 | 36.41237222 | -98.83205 | 25 | 104.6 | — | 2 | 0 | 2 | 102.598 | 1 - Concrete | Culvert (19) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 92.6 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 2000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30562 BRKEY
30052 NBI No.
30052 On Under
1 Structure No.
4726 0324 X Control No.
026 Lane Ind.
Milepoint
03240 Facility Carried
U.S. 412 Feature Intersected
CREEK Division
06 County
093 Location
3.3 E OF JCT U.S. 281 Sufficiency
92.6 Kind Hwy
2 Level Service
1 Route No.
00412 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
2015 ADT Total
2000 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
2 Road Width
102.598 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
1 - Concrete Design
19 Length
25 Deck Width
104.6 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
60.1 HS Inv. Rating Method
3 HS Inv. Method
36 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
3040 Future ADT Year
2042 Bypass Detour
47.220001 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
30052 ODOT County
47 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
2-12 X 10X104.6' long RC BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.5783 Latitude
36:24:44.54 Longitude
-98:49:55.38 I257A
C I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 412 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
30052 Vault Link
http://plansrv1/bridgemaintvault/b30052 GIS FO/SD
Meets Standards H Inv. Method
36 Latitude DD
36.41237222 Longitude DD
-98.83205 ODOT County Number
47 Maint. Dist.
6 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
30562 x
-11001933.4800554 y
4357512.52040593 |
|||||||||||||||||||||||||||||||||||||
| 29960 | 3612 0114 X | 29960 | — | U.S. 77 | BIRDS NEST CREEK | -1 | 50-60-50 PCB SPANS-40ft. CLR RDY W/TR4 RAILS | 2014 | 36.61027778 | -97.28277778 | 160.499 | 42.165 | — | 3 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98.9 | Good (7) | Satisfactory (6) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 500 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30560 BRKEY
29960 NBI No.
29960 On Under
1 Structure No.
3612 0114 X Control No.
012 Lane Ind.
Milepoint
01140 Facility Carried
U.S. 77 Feature Intersected
BIRDS NEST CREEK Division
04 County
071 Location
1.3 N NOBLE C/L Sufficiency
98.9 Kind Hwy
2 Level Service
1 Route No.
00077 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2014 ADT Total
500 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
160.499 Deck Width
42.165 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
6 Super Rating
8 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
8 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
59 HS Inv. Rating Method
3 HS Inv. Method
37 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
800 Future ADT Year
2042 Bypass Detour
27.999999 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
29960 ODOT County
36 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
50-60-50 PCB SPANS-40ft. CLR RDY W/TR4 RAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.9445 Latitude
36:36:37 Longitude
-97:16:58 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 77 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
29960 Vault Link
http://plansrv1/bridgemaintvault/b29960 GIS FO/SD
Meets Standards H Inv. Method
36 Latitude DD
36.61027778 Longitude DD
-97.28277778 ODOT County Number
36 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
30560 x
-10829469.2854248 y
4384922.86335721 |
|||||||||||||||||||||||||||||||||||||
| 29959 | 5824 0807 X | 29959 | — | S.H. 10 | SPRING RIVER O'FLOW | 4-100 FT. TYPE IV P.C BEAM SPANS. 40 FT. CL. RDY. WITH TR-4 RAIL. | 2018 | 36.871336 | -94.759864 | 400.5 | 42 | — | 4 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 100 | Good (7) | Very good (8) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 4200 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
30559 BRKEY
29959 NBI No.
29959 On Under
1 Structure No.
5824 0807 X Control No.
024 Lane Ind.
Milepoint
08070 Facility Carried
S.H. 10 Feature Intersected
SPRING RIVER O'FLOW Division
08 County
115 Location
3.5 W S.H. 10C Sufficiency
100 Kind Hwy
3 Level Service
1 Route No.
00010 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2018 ADT Total
4200 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
4 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
400.5 Deck Width
42 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
8 Super Rating
8 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
76.4 HS Inv. Rating Method
3 HS Inv. Method
40.4 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
6720 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
29959 ODOT County
58 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
4-100 FT. TYPE IV P.C BEAM SPANS. 40 FT. CL. RDY. WITH TR-4 RAIL. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
36:52:16.81 Longitude
-94:45:35.51 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 10 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
29959 Vault Link
http://plansrv1/bridgemaintvault/b29959 GIS FO/SD
Meets Standards H Inv. Method
40.3 Latitude DD
36.871336 Longitude DD
-94.759864 ODOT County Number
58 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
30559 x
-10548619.8081198 y
4421187.82672457 |
|||||||||||||||||||||||||||||||||||||
| 29958 | 5824 0831 X | 29958 | — | S.H. 10 | SPRING RIVER | 100 FT. 5-130 FT. TYPE J P.C. BEAM SPANS. 40 FT. CL. RDY. WITH TR-4 RAIL. | 2018 | 36.871325 | -94.76415833 | 751.66 | 42 | — | 5 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 100 | Very good (8) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 4200 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
30558 BRKEY
29958 NBI No.
29958 On Under
1 Structure No.
5824 0831 X Control No.
024 Lane Ind.
Milepoint
08310 Facility Carried
S.H. 10 Feature Intersected
SPRING RIVER Division
08 County
115 Location
3.7 W OF S.H. 10C Sufficiency
100 Kind Hwy
3 Level Service
1 Route No.
00010 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2018 ADT Total
4200 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
5 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
751.66 Deck Width
42 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
51.8 HS Inv. Rating Method
3 HS Inv. Method
40 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
6720 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
29958 ODOT County
58 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
100 FT. 5-130 FT. TYPE J P.C. BEAM SPANS. 40 FT. CL. RDY. WITH TR-4 RAIL. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
36:52:16.77 Longitude
-94:45:50.97 I257A
1 I257B
1 I257C
1 I257D
1 I257E
0 I263
0 Roadway Name
S.H. 10 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
29958 Vault Link
http://plansrv1/bridgemaintvault/b29958 GIS FO/SD
Meets Standards H Inv. Method
39.9 Latitude DD
36.871325 Longitude DD
-94.76415833 ODOT County Number
58 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
30558 x
-10549097.8507488 y
4421186.29605287 |
|||||||||||||||||||||||||||||||||||||
| 30245 | 6006 1008 X | 30245 | — | S.H. 33 | TRIB OF CIMARRON RIVER | -1 | 3-10ft. X 10ft. X 136ft. RCB WITH 0 SKEW | 2014 | 35.98527778 | -97.0575 | 32.001 | 0 | — | 3 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 69.8 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 4800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30551 BRKEY
30245 NBI No.
30245 On Under
1 Structure No.
6006 1008 X Control No.
006 Lane Ind.
Milepoint
10080 Facility Carried
S.H. 33 Feature Intersected
TRIB OF CIMARRON RIVER Division
04 County
119 Location
.3 W OF JCT U.S. 177 Sufficiency
69.8 Kind Hwy
3 Level Service
1 Route No.
00033 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
99.9 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
2014 ADT Total
4800 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
4 Fill RCB
8 Appr. Roadway Width
76.001 Span Type Main
M Material
1 - Concrete Design
19 Length
32.001 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
8 Structure Rating
8 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
99.869 HS Inv. Rating Method
3 HS Inv. Method
99.759 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
7680 Future ADT Year
2042 Bypass Detour
42.899998 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
30245 ODOT County
60 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft. X 10ft. X 136ft. RCB WITH 0 SKEW Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
35:59:07 Longitude
-97:03:27 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 33 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
30245 Vault Link
http://plansrv1/bridgemaintvault/b30245 GIS FO/SD
Meets Standards H Inv. Method
99.649 Latitude DD
35.98527778 Longitude DD
-97.0575 ODOT County Number
60 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
30551 x
-10804391.4776681 y
4298595.80632047 |
|||||||||||||||||||||||||||||||||||||
| 30244 | 6006 0870 X | 30244 | — | S.H. 33 | TRIB OF WILD HORSE CR | -1 | 3-10ft.X10ft.X96.5ft. RCB JOINED TO 3-10ft.X14ft.X60ft. RCB W/ 4ft. DROP & 20 SKEW LF | 2014 | 35.98555556 | -97.08333333 | 33.999 | 0 | — | 3 | 20 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 69.8 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 4800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30550 BRKEY
30244 NBI No.
30244 On Under
1 Structure No.
6006 0870 X Control No.
006 Lane Ind.
Milepoint
08700 Facility Carried
S.H. 33 Feature Intersected
TRIB OF WILD HORSE CR Division
04 County
119 Location
1.7 W OF JCT U.S. 177 Sufficiency
69.8 Kind Hwy
3 Level Service
1 Route No.
00033 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
99.9 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
2014 ADT Total
4800 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
20 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
10 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
33.999 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
8 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
45.966 HS Inv. Rating Method
3 HS Inv. Method
35.494 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
7680 Future ADT Year
2042 Bypass Detour
42.899998 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
30244 ODOT County
60 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft.X10ft.X96.5ft. RCB JOINED TO 3-10ft.X14ft.X60ft. RCB W/ 4ft. DROP & 20 SKEW LF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
35:59:08 Longitude
-97:05:00 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 33 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
30244 Vault Link
http://plansrv1/bridgemaintvault/b30244 GIS FO/SD
Meets Standards H Inv. Method
35.494 Latitude DD
35.98555556 Longitude DD
-97.08333333 ODOT County Number
60 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
30550 x
-10807267.2308092 y
4298634.02135443 |
|||||||||||||||||||||||||||||||||||||
| 30145 | 5210 0400 X | 30145 | — | U.S. 77 | BLACK BEAR CREEK | -1 | 60ft.-100ft.-60ft. TYPE IV PCB SPANS, 40ft. CLR RDY, TR4 TRAFFIC RAILS | 2012 | 36.34583333 | -97.2825 | 224.396 | 42.169 | — | 3 | 30 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98.1 | Very good (8) | Good (7) | Excellent (9) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 940 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30547 BRKEY
30145 NBI No.
30145 On Under
1 Structure No.
5210 0400 X Control No.
010 Lane Ind.
Milepoint
04000 Facility Carried
U.S. 77 Feature Intersected
BLACK BEAR CREEK Division
04 County
103 Location
4.2 N JCT U.S. 64 Sufficiency
98.1 Kind Hwy
2 Level Service
1 Route No.
00077 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2012 ADT Total
940 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
224.396 Deck Width
42.169 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
9 Sub Rating
8 Chan. Rating
7 Culv. Rating
N Structure Rating
8 Deck Geometry
8 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
74 HS Inv. Rating Method
3 HS Inv. Method
44 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1504 Future ADT Year
2042 Bypass Detour
26.700001 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
9999 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
30145 ODOT County
52 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
60ft.-100ft.-60ft. TYPE IV PCB SPANS, 40ft. CLR RDY, TR4 TRAFFIC RAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.0279 Latitude
36:20:45 Longitude
-97:16:57 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 77 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
30145 Vault Link
http://plansrv1/bridgemaintvault/b30145 GIS FO/SD
Meets Standards H Inv. Method
43 Latitude DD
36.34583333 Longitude DD
-97.2825 ODOT County Number
52 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
30547 x
-10829438.3630966 y
4348312.44268198 |
|||||||||||||||||||||||||||||||||||||
| 30144 | 5204 0058 X | 30144 | — | U.S. 64 | COW CREEK | -1 | 50ft.-80ft.-50ft. TYPE IV PCB SPANS, 28ft. CLR. RDY, TR4 TRAFFIC RAILS | 2013 | 36.28965833 | -97.27546389 | 180.499 | 42.169 | — | 3 | 0 | 2 | 27.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 82.3 | Very good (8) | Good (7) | Excellent (9) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 4000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30546 BRKEY
30144 NBI No.
30144 On Under
1 Structure No.
5204 0058 X Control No.
004 Lane Ind.
Milepoint
00580 Facility Carried
U.S. 64 Feature Intersected
COW CREEK Division
04 County
103 Location
.7 E JCT. U.S. 77 Sufficiency
82.3 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
5 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
2013 ADT Total
4000 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
27.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
27.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
180.499 Deck Width
42.169 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
9 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
4 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
81 HS Inv. Rating Method
3 HS Inv. Method
40 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
6400 Future ADT Year
2042 Bypass Detour
1.9 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
35 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
30144 ODOT County
52 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
6.001 Rt. Curb SW
6.001 Description
50ft.-80ft.-50ft. TYPE IV PCB SPANS, 28ft. CLR. RDY, TR4 TRAFFIC RAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
98.7507 Latitude
36:17:22.77 Longitude
-97:16:31.67 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 64 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
30144 Vault Link
http://plansrv1/bridgemaintvault/b30144 GIS FO/SD
Meets Standards H Inv. Method
39 Latitude DD
36.28965833 Longitude DD
-97.27546389 ODOT County Number
52 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
30546 x
-10828655.1069143 y
4340551.45896959 |
|||||||||||||||||||||||||||||||||||||
| 30143 | 5612 0354 X | 30143 | — | U.S. 266 | COAL CREEK | -1 | 1-100ft. & 2-70ft. P.C. BM. SPANS 40.0ft. CL. RDY. W/TR4 RAIL | 2015 | 35.470583 | -95.900903 | 240.499 | 42.201 | — | 3 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.9 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 1200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30545 BRKEY
30143 NBI No.
30143 On Under
1 Structure No.
5612 0354 X Control No.
012 Lane Ind.
Milepoint
03540 Facility Carried
U.S. 266 Feature Intersected
COAL CREEK Division
01 County
111 Location
3.7 E JCT US-62/US-75 Sufficiency
97.9 Kind Hwy
2 Level Service
1 Route No.
00266 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2015 ADT Total
1200 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
240.499 Deck Width
42.201 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
77.2 HS Inv. Rating Method
3 HS Inv. Method
53.2 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1920 Future ADT Year
2042 Bypass Detour
23.399999 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
30143 ODOT County
56 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
1.099 Rt. Curb SW
1.099 Description
1-100ft. & 2-70ft. P.C. BM. SPANS 40.0ft. CL. RDY. W/TR4 RAIL Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
90.4012 Latitude
35:28:14.1 Longitude
-95:54:03.25 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 266 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
12-0354 NBI Text
30143 Vault Link
http://plansrv1/bridgemaintvault/b30143 GIS FO/SD
Meets Standards H Inv. Method
53.1 Latitude DD
35.470583 Longitude DD
-95.900903 ODOT County Number
56 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
30545 x
-10675639.6885751 y
4228016.81430716 |
|||||||||||||||||||||||||||||||||||||
| 30142 | 1016 0647 X | 30142 | — | S.H. 53 | BEAR CREEK | -1 | 140ft. JPC BM, TR-4, 40ft. CL. RDY. | 2014 | 34.33242222 | -97.39368611 | 140.499 | 42.165 | — | 1 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 91.6 | Good (7) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30544 BRKEY
30142 NBI No.
30142 On Under
1 Structure No.
1016 0647 X Control No.
016 Lane Ind.
Milepoint
06470 Facility Carried
S.H. 53 Feature Intersected
BEAR CREEK Division
07 County
019 Location
6.6 E OF JCT S.H. 76 Sufficiency
91.6 Kind Hwy
3 Level Service
1 Route No.
00053 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2014 ADT Total
1200 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
1 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
140.499 Deck Width
42.165 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
72 HS Inv. Rating Method
3 HS Inv. Method
32 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1920 Future ADT Year
2042 Bypass Detour
60.999999 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
30142 ODOT County
10 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
140ft. JPC BM, TR-4, 40ft. CL. RDY. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
34:19:56.72 Longitude
-97:23:37.27 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 53 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
042 NBI Text
30142 Vault Link
http://plansrv1/bridgemaintvault/b30142 GIS FO/SD
Meets Standards H Inv. Method
31 Latitude DD
34.33242222 Longitude DD
-97.39368611 ODOT County Number
10 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
30544 x
-10841815.5442451 y
4073526.02840755 |
|||||||||||||||||||||||||||||||||||||
| 30051 | 4220 1320 X | 30051 | — | S.H. 74 | SKELETON CREEK | -1 | 4-100ft. P.C. BEAM TYPE X 40 CLEAR RDY | 2015 | 36.0602 | -97.58593056 | 401.667 | 42.165 | — | 4 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94.7 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30543 BRKEY
30051 NBI No.
30051 On Under
1 Structure No.
4220 1320 X Control No.
020 Lane Ind.
Milepoint
13200 Facility Carried
S.H. 74 Feature Intersected
SKELETON CREEK Division
04 County
083 Location
13.5 N JCT S.H. 33 Sufficiency
94.7 Kind Hwy
3 Level Service
1 Route No.
00074 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2015 ADT Total
1800 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
4 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
401.667 Deck Width
42.165 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
6 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
76 HS Inv. Rating Method
3 HS Inv. Method
40 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
2880 Future ADT Year
2042 Bypass Detour
37.899999 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
30051 ODOT County
42 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
4-100ft. P.C. BEAM TYPE X 40 CLEAR RDY Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.6404 Latitude
36:03:36.72 Longitude
-97:35:09.35 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 74 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
30051 Vault Link
http://plansrv1/bridgemaintvault/b30051 GIS FO/SD
Meets Standards H Inv. Method
39 Latitude DD
36.0602 Longitude DD
-97.58593056 ODOT County Number
42 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
30543 x
-10863216.0985269 y
4308907.9640003 |