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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| 31831 | 5568F1928 X | 31831 | — | I-40 | UNNAMED CREEK | 3-18ft.X12ft.X247ft. RCB, 30 DEG, 212ft. CLR RDY | 1901 | 35.38416667 | -97.15861111 | 54 | -1 | — | 3 | 30 | -1 | -1 | 1 - Concrete | Culvert (19) | M | _ | _ | -1 | _ | _ | _ | _ | _ | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 42400 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
31927 BRKEY
31831 NBI No.
31831 On Under
1 Structure No.
5568F1928 X Control No.
068 Lane Ind.
Milepoint
19280 Facility Carried
I-40 Feature Intersected
UNNAMED CREEK Division
04 County
109 Location
7.4 E JCT I-240 Sufficiency
-1 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
Horizontal Clearance
-1 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
1901 ADT Total
42400 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
30 No. Main Spans
3 Road Width
-1 Ref. Underclearance Rt.
_ Underclearance Right
-1 Underclearance Left
-1 Deck Structure Type
_ No. Lanes
-1 Fill RCB
Appr. Roadway Width
-1 Span Type Main
M Material
1 - Concrete Design
19 Length
54 Deck Width
-1 Bridge Open Closed
_ TSF Rail
_ TSF Transition
_ TSF Appr. Guardrail
_ TSF Appr. Guardrail Ends
_ Appr. Roadway Cond.
Deck Rating
_ Super Rating
_ Sub Rating
_ Chan. Rating
_ Culv. Rating
_ Structure Rating
_ Deck Geometry
_ Underclearance
_ Bridge Posting
_ Waterway Adequacy
_ Approach Alignment
_ HS Operating Rating Method
_ HS Operating Rating
0 HS Inv. Rating Method
_ HS Inv. Method
0 H Operating Rating
_ H Inv. Rating Method
_ Future ADT
70006 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
Posted Weight
Posted Speed Limit
Narrow or 1 Lane
Advanced Warning Sign
Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
31831 ODOT County
55 Nav. Control
_ Nav. HC
0 Lft. Br. Nav. Cl.
-1 Nav. VC
0 Bridge Med.
_ DK Memb. Type
_ DK Protect.
_ DK Surf. Type
_ Lft. Curb SW
-1 Rt. Curb SW
-1 Description
3-18ft.X12ft.X247ft. RCB, 30 DEG, 212ft. CLR RDY Route Flag
P Status Flag
F On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:23:03 Longitude
-97:09:31 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
I-40 Scour
_ Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
31831 Vault Link
http://plansrv1/bridgemaintvault/b31831 GIS FO/SD
Meets Standards H Inv. Method
-1 Latitude DD
35.38416667 Longitude DD
-97.15861111 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
31927 x
-10815647.1149469 y
4216211.1903642 |
|||||||||||||||||||||||||||||||||||||
| 31830 | 5568F1925 X | 31830 | — | HARRAH ROAD | I-40 | 45ft.-102ft.-102ft.-45ft. STEEL BEAM AND PLATE GIRDER SPANS, O DEGREE, 60ft. CLR RDY, TR-4 PARAPETS | 1901 | 35.38388889 | -97.15972222 | 294 | -1 | — | 4 | 0 | -1 | -1 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | _ | _ | -1 | _ | _ | _ | _ | _ | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 17 - Collector (Urban) | A | 7300 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
31926 BRKEY
31830 NBI No.
31830 On Under
1 Structure No.
5568F1925 X Control No.
Lane Ind.
Milepoint
Facility Carried
HARRAH ROAD Feature Intersected
I-40 Division
04 County
109 Location
7.3 E JCT I-240 Sufficiency
-1 Kind Hwy
5 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Horizontal Clearance
-1 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
17 - Collector (Urban) Year Built
1901 ADT Total
7300 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
4 Road Width
-1 Ref. Underclearance Rt.
_ Underclearance Right
-1 Underclearance Left
-1 Deck Structure Type
_ No. Lanes
-1 Fill RCB
Appr. Roadway Width
-1 Span Type Main
M Material
3 - Steel Design
02 Length
294 Deck Width
-1 Bridge Open Closed
_ TSF Rail
_ TSF Transition
_ TSF Appr. Guardrail
_ TSF Appr. Guardrail Ends
_ Appr. Roadway Cond.
Deck Rating
_ Super Rating
_ Sub Rating
_ Chan. Rating
_ Culv. Rating
_ Structure Rating
_ Deck Geometry
_ Underclearance
_ Bridge Posting
_ Waterway Adequacy
_ Approach Alignment
_ HS Operating Rating Method
_ HS Operating Rating
0 HS Inv. Rating Method
_ HS Inv. Method
0 H Operating Rating
_ H Inv. Rating Method
_ Future ADT
12050 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
Posted Weight
Posted Speed Limit
Narrow or 1 Lane
Advanced Warning Sign
Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
31830 ODOT County
55 Nav. Control
_ Nav. HC
0 Lft. Br. Nav. Cl.
-1 Nav. VC
0 Bridge Med.
_ DK Memb. Type
_ DK Protect.
_ DK Surf. Type
_ Lft. Curb SW
-1 Rt. Curb SW
-1 Description
45ft.-102ft.-102ft.-45ft. STEEL BEAM AND PLATE GIRDER SPANS, O DEGREE, 60ft. CLR RDY, TR-4 PARAPETS Route Flag
Status Flag
F On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:23:02 Longitude
-97:09:35 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
HARRAH ROAD Scour
_ Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
31830 Vault Link
http://plansrv1/bridgemaintvault/b31830 GIS FO/SD
Meets Standards H Inv. Method
-1 Latitude DD
35.38388889 Longitude DD
-97.15972222 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
6 Rural/Urban
Urban ARC_ID_NUM
31926 x
-10815770.8031463 y
4216173.26231818 |
|||||||||||||||||||||||||||||||||||||
| 31829 | 5568 1525 X | 31829 | — | TRIPLE X ROAD | I-40 UNDER | 35ft.-95ft.-95ft.-35ft. STEEL BEAM SPANS, 0 DEG, 32ft. CLR RDY, TR-3 PARAPETS | 2020 | 35.384167 | -97.230278 | 262.83 | 34.167 | — | 4 | 0 | 2 | 32 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.9 | Good (7) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 17 - Collector (Urban) | A | 400 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
31925 BRKEY
31829 NBI No.
31829 On Under
1 Structure No.
5568 1525 X Control No.
Lane Ind.
Milepoint
Facility Carried
TRIPLE X ROAD Feature Intersected
I-40 UNDER Division
04 County
109 Location
3.3 E JCT I-240 Sufficiency
97.9 Kind Hwy
4 Level Service
1 Route No.
09701 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
32 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
17 - Collector (Urban) Year Built
2020 ADT Total
400 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
4 Road Width
32 Ref. Underclearance Rt.
H Underclearance Right
20.1 Underclearance Left
11 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
32 Span Type Main
M Material
3 - Steel Design
02 Length
262.83 Deck Width
34.167 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
6 Bridge Posting
4 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
41 HS Inv. Rating Method
3 HS Inv. Method
32 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
725 Future ADT Year
2042 Bypass Detour
2 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
31829 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
35ft.-95ft.-95ft.-35ft. STEEL BEAM SPANS, 0 DEG, 32ft. CLR RDY, TR-3 PARAPETS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:23:03 Longitude
-97:13:49 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
FAU 9701 TRIPLE X RD Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
31829 Vault Link
http://plansrv1/bridgemaintvault/b31829 GIS FO/SD
Meets Standards H Inv. Method
31 Latitude DD
35.384167 Longitude DD
-97.230278 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
6 Rural/Urban
Urban ARC_ID_NUM
31925 x
-10823625.0366484 y
4216211.23542243 |
|||||||||||||||||||||||||||||||||||||
| 31721 | 2405 0092 X | 31721 | — | U.S. 60 | BN-SF R.R. 2 RDS UNDER | 112ft.BULB TEE; 126ft.-160ft.-122ft.CONT. PLATE GIRDER SPANS; 85ft. AND 86ft. PCB SPANS | 2020 | 36.404722 | -97.89 | 702.5 | 72 | — | 3 | 99 | 4 | 58 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 77.9 | Very good (8) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 14 - Other Principal Arterial (Urban) | C | 13800 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
31919 BRKEY
31721 NBI No.
31721 On Under
1 Structure No.
2405 0092 X Control No.
005 Lane Ind.
Milepoint
00920 Facility Carried
U.S. 60 Feature Intersected
BN-SF R.R. 2 RDS UNDER Division
04 County
047 Location
.9 N JCT U.S. 412 Sufficiency
77.9 Kind Hwy
2 Level Service
1 Route No.
00060 Service Type On
5 Service Type Off
4 Vertical Clearance
N Horizontal Clearance
58 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
2020 ADT Total
13800 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
99 No. Main Spans
3 Road Width
58 Ref. Underclearance Rt.
H Underclearance Right
3 Underclearance Left
50 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
52 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
702.5 Deck Width
72 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
N Culv. Rating
N Structure Rating
8 Deck Geometry
5 Underclearance
3 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
6 HS Operating Rating Method
3 HS Operating Rating
56 HS Inv. Rating Method
3 HS Inv. Method
43.2 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
22080 Future ADT Year
2042 Bypass Detour
34 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
35 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
31721 ODOT County
24 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
Nav. VC
0 Bridge Med.
2 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
5 Rt. Curb SW
5 Description
112ft.BULB TEE; 126ft.-160ft.-122ft.CONT. PLATE GIRDER SPANS; 85ft. AND 86ft. PCB SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
36:24:17 Longitude
-97:53:24 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 60, US 81 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
31721 Vault Link
http://plansrv1/bridgemaintvault/b31721 GIS FO/SD
FO H Inv. Method
43.1 Latitude DD
36.404722 Longitude DD
-97.89 ODOT County Number
24 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
31919 x
-10897064.9537535 y
4356454.35312845 |
|||||||||||||||||||||||||||||||||||||
| 31720 | 4204 0261 X | 31720 | — | U.S. 77 | CIMARRON RIVER | 75.8ft.-(8)X100ft.-75.8ft. TYPE IV PCB, 40ft. CLR RDWY, W TR-4 RAIL, 30 DEG RF SKEW | 2019 | 35.918056 | -97.425278 | 953 | 42 | — | 10 | 30 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.3 | Good (7) | Good (7) | Good (7) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 1700 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
31918 BRKEY
31720 NBI No.
31720 On Under
1 Structure No.
4204 0261 X Control No.
004 Lane Ind.
Milepoint
02610 Facility Carried
U.S. 77 Feature Intersected
CIMARRON RIVER Division
04 County
083 Location
2.8 N JCT S.H. 33 Sufficiency
97.3 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
2019 ADT Total
1700 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
30 No. Main Spans
10 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
953 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
6 HS Operating Rating Method
3 HS Operating Rating
72.2 HS Inv. Rating Method
3 HS Inv. Method
48.9 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
2720 Future ADT Year
2042 Bypass Detour
20.999999 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
31720 ODOT County
42 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
75.8ft.-(8)X100ft.-75.8ft. TYPE IV PCB, 40ft. CLR RDWY, W TR-4 RAIL, 30 DEG RF SKEW Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:55:05 Longitude
-97:25:31 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
31720 Vault Link
http://plansrv1/bridgemaintvault/b31720 GIS FO/SD
Meets Standards H Inv. Method
48.8 Latitude DD
35.918056 Longitude DD
-97.425278 ODOT County Number
42 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
31918 x
-10845332.3373531 y
4289351.85421463 |
|||||||||||||||||||||||||||||||||||||
| 31622 | 4002 1391 X | 31622 | — | U.S. 59 | CEDAR CREEK | 95ft.X100ft.X100ft.X95ft. PCB SPANS X 40ft. CLR. RDY | 2018 | 34.778056 | -94.64 | 390 | 42 | — | 4 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 89.9 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 1600 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
31916 BRKEY
31622 NBI No.
31622 On Under
1 Structure No.
4002 1391 X Control No.
002 Lane Ind.
Milepoint
13910 Facility Carried
U.S. 59 Feature Intersected
CEDAR CREEK Division
02 County
079 Location
5.5 W OF U.S. 259 Sufficiency
89.9 Kind Hwy
2 Level Service
1 Route No.
00059 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
02 - Principal Arterial Other (Rural) Year Built
2018 ADT Total
1600 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
390 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.
1 Deck Rating
7 Super Rating
7 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
74 HS Inv. Rating Method
3 HS Inv. Method
37 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
2560 Future ADT Year
2042 Bypass Detour
71.9 School Bus Rte.
Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
31622 ODOT County
40 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
95ft.X100ft.X100ft.X95ft. PCB SPANS X 40ft. CLR. RDY Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
34:46:41 Longitude
-94:38:24 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 59 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
18 NBI Text
31622 Vault Link
http://plansrv1/bridgemaintvault/b31622 GIS FO/SD
Meets Standards H Inv. Method
36 Latitude DD
34.778056 Longitude DD
-94.64 ODOT County Number
40 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
31916 x
-10535276.6086754 y
4133760.59618694 |
|||||||||||||||||||||||||||||||||||||
| 31620 | 5568 0302SX | 31620 | — | I-40 E.B. | SOONER ROAD UNDER | (3) -115ft. CONT. PLATE GIRDER SPANS; 72ft. RDWY, SKEWED RF 34 DEG W/ F-SHAPE RAILS | 2022 | 35.445 | -97.423611 | 346.52 | 31.83 | — | 3 | 0 | 2 | 26 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 78.6 | 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 | 11 - Principal Arterial Interstate (Rural) | A | 46900 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
31914 BRKEY
31620 NBI No.
31620 On Under
1 Structure No.
5568 0302SX Control No.
068 Lane Ind.
S Milepoint
03020 Facility Carried
I-40 E.B. Feature Intersected
SOONER ROAD UNDER Division
04 County
109 Location
3.1 E OF I-35 Sufficiency
78.6 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
1 Vertical Clearance
N Horizontal Clearance
26 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
2022 ADT Total
46900 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
26 Ref. Underclearance Rt.
H Underclearance Right
17.099 Underclearance Left
17.099 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
32 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
346.52 Deck Width
31.83 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
N Culv. Rating
N Structure Rating
8 Deck Geometry
2 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
50 HS Inv. Rating Method
3 HS Inv. Method
38.6 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
74500 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
60 Narrow or 1 Lane
N Advanced Warning Sign
Y Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
31620 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
(3) -115ft. CONT. PLATE GIRDER SPANS; 72ft. RDWY, SKEWED RF 34 DEG W/ F-SHAPE RAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:26:42 Longitude
-97:25:25 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
I-40 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
31620 Vault Link
http://plansrv1/bridgemaintvault/b31620 GIS FO/SD
FO H Inv. Method
38.5 Latitude DD
35.445 Longitude DD
-97.423611 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
31914 x
-10845146.767762 y
4224520.51482068 |
|||||||||||||||||||||||||||||||||||||
| 31619 | 5568 0302NX | 31619 | — | I-40 W.B. | SOONER ROAD UNDER | (3) -115ft. CONT. PLATE GIRDER SPANS; 72ft. RDWY, SKEWED RF 34 DEG W/ F-SHAPE RAILS | 2022 | 35.445556 | -97.423611 | 346.52 | 75 | — | 3 | 34 | 3 | 71.999 | 4 - Steel Continuous | 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 | 11 - Principal Arterial Interstate (Rural) | A | 46090 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
31913 BRKEY
31619 NBI No.
31619 On Under
1 Structure No.
5568 0302NX Control No.
068 Lane Ind.
N Milepoint
03020 Facility Carried
I-40 W.B. Feature Intersected
SOONER ROAD UNDER Division
04 County
109 Location
3.1 E OF I-35 Sufficiency
97.7 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
1 Vertical Clearance
N Horizontal Clearance
71.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
2022 ADT Total
46090 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
34 No. Main Spans
3 Road Width
71.999 Ref. Underclearance Rt.
H Underclearance Right
16 Underclearance Left
16 Deck Structure Type
1 No. Lanes
3 Fill RCB
Appr. Roadway Width
71.999 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
346.52 Deck Width
75 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
N Culv. Rating
N Structure Rating
8 Deck Geometry
9 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
50 HS Inv. Rating Method
3 HS Inv. Method
38.6 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
56000 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
60 Narrow or 1 Lane
N Advanced Warning Sign
Y Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
31619 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
(3) -115ft. CONT. PLATE GIRDER SPANS; 72ft. RDWY, SKEWED RF 34 DEG W/ F-SHAPE RAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:26:44 Longitude
-97:25:25 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
I-40 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
31619 Vault Link
http://plansrv1/bridgemaintvault/b31619 GIS FO/SD
Meets Standards H Inv. Method
38.5 Latitude DD
35.445556 Longitude DD
-97.423611 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
31913 x
-10845146.767762 y
4224596.48871784 |
|||||||||||||||||||||||||||||||||||||
| 31526 | 6823 0140SX | 31526 | — | I-40 EB | DELAWARE AVE/ KCS. R.R. | 113ft.-168ft.-116ft.-105ft. STEEL GIRDER SPANS, 38ft.-0in. CLR RDY. SKEW 30 DEG. RT. FWD. | 2020 | 35.447961 | -94.780914 | 502 | 41 | — | 4 | 30 | 2 | 38 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 93.9 | Very good (8) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 18200 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
31910 BRKEY
31526 NBI No.
31526 On Under
1 Structure No.
6823 0140SX Control No.
023 Lane Ind.
S Milepoint
01400 Facility Carried
I-40 EB Feature Intersected
DELAWARE AVE/ KCS. R.R. Division
01 County
135 Location
1.4 E JCT U.S. 59 Sufficiency
93.9 Kind Hwy
1 Level Service
1 Route No.
00040 Service Type On
1 Service Type Off
4 Vertical Clearance
Y Horizontal Clearance
38 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
2020 ADT Total
18200 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
30 No. Main Spans
4 Road Width
38 Ref. Underclearance Rt.
R Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38 Span Type Main
M Material
3 - Steel Design
02 Length
502 Deck Width
41 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
N Culv. Rating
N Structure Rating
8 Deck Geometry
6 Underclearance
3 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
57.5 HS Inv. Rating Method
3 HS Inv. Method
44.3 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
25400 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
31526 ODOT County
68 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
0 Lft. Curb SW
0 Rt. Curb SW
0 Description
113ft.-168ft.-116ft.-105ft. STEEL GIRDER SPANS, 38ft.-0in. CLR RDY. SKEW 30 DEG. RT. FWD. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:26:52.66 Longitude
-94:46:51.29 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
Roadway Name
I-40 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
23-0140S NBI Text
31526 Vault Link
http://plansrv1/bridgemaintvault/b31526 GIS FO/SD
FO H Inv. Method
44.2 Latitude DD
35.447961 Longitude DD
-94.780914 ODOT County Number
68 Maint. Dist.
1 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
31910 x
-10550963.083401 y
4224925.1228612 |
|||||||||||||||||||||||||||||||||||||
| 31525 | 4528 0000 X | 31525 | — | U.S. 259 | RED RIVER | 22-100FT. TYPE TX46 P.S.CONC. GIRDERS, 44FT.CLR.RDY. | 2018 | 33.689833 | -94.694628 | 2200 | 46 | — | 22 | 0 | 2 | 44 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 86.2 | Very good (8) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 21 - Other State Agencies | 21 - Other State Agencies | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 2900 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
31909 BRKEY
31525 NBI No.
31525 On Under
1 Structure No.
4528 0000 X Control No.
028 Lane Ind.
Milepoint
00000 Facility Carried
U.S. 259 Feature Intersected
RED RIVER Division
02 County
089 Location
OKLA-TEX ST. LINE Sufficiency
86.2 Kind Hwy
2 Level Service
1 Route No.
00259 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
44 Bridge System
C Owner
21 - Other State Agencies Custodian
21 - Other State Agencies Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
2018 ADT Total
2900 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
22 Road Width
44 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
44 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
2200 Deck Width
46 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
7 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
69 HS Inv. Rating Method
3 HS Inv. Method
41 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
4000 Future ADT Year
2042 Bypass Detour
60 School Bus Rte.
_ Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
_ Advanced Warning Sign
N Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
31525 ODOT County
45 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
22-100FT. TYPE TX46 P.S.CONC. GIRDERS, 44FT.CLR.RDY. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
33:41:23.4 Longitude
-94:41:40.66 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 259 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
31525 Vault Link
http://plansrv1/bridgemaintvault/b31525 GIS FO/SD
Meets Standards H Inv. Method
40 Latitude DD
33.689833 Longitude DD
-94.694628 ODOT County Number
45 Maint. Dist.
2 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
31909 x
-10541357.7698185 y
3987229.82566224 |
|||||||||||||||||||||||||||||||||||||
| 31524 | 1411 0655 X | 31524 | — | S.H. 9 | JIM BLUE CREEK | 3-16 ft. X 12 ft. X 145 ft. R.C. BOX W/ 143 ft. CLR. RDWY. & 6 ft. CURTAIN WALLS | 2023 | 35.18916667 | -97.3025 | 48 | 0 | — | 3 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 85 | 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 | 16 - Minor Arterial (Urban) | B | 10615 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
31908 BRKEY
31524 NBI No.
31524 On Under
1 Structure No.
1411 0655 X Control No.
011 Lane Ind.
Milepoint
06550 Facility Carried
S.H. 9 Feature Intersected
JIM BLUE CREEK Division
03 County
027 Location
6.6 E JCT U.S. 77 Sufficiency
85 Kind Hwy
3 Level Service
1 Route No.
00009 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
84 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
2023 ADT Total
10615 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
08 Appr. Roadway Width
84 Span Type Main
M Material
1 - Concrete Design
19 Length
48 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
9 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
131.2 HS Inv. Rating Method
3 HS Inv. Method
101.2 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
15735 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
31524 ODOT County
14 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
3-16 ft. X 12 ft. X 145 ft. R.C. BOX W/ 143 ft. CLR. RDWY. & 6 ft. CURTAIN WALLS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:11:21 Longitude
-97:18:09 I257A
C I257B
I257C
I257D
I257E
1 I263
Roadway Name
S.H. 9 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
31524 Vault Link
http://plansrv1/bridgemaintvault/b31524 GIS FO/SD
Meets Standards H Inv. Method
101.1 Latitude DD
35.18916667 Longitude DD
-97.3025 ODOT County Number
14 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
31908 x
-10831664.7529125 y
4189617.94623611 |
|||||||||||||||||||||||||||||||||||||
| 31813 | 4317F0935 X | 31813 | — | COUNTY ROAD E2180 | I-35 UNDER | 45ft.-90ft.-90ft.-55ft. P.C. BEAM SPANS 32ft. CLR RDWY W/TR4 RAIL | 2022 | 33.853056 | -97.134167 | 280 | 34.2 | — | 4 | 0 | 2 | 32 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.9 | Very good (8) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | A | 425 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
31903 BRKEY
31813 NBI No.
31813 On Under
1 Structure No.
4317F0935 X Control No.
Lane Ind.
Milepoint
Facility Carried
COUNTY ROAD E2180 Feature Intersected
I-35 UNDER Division
07 County
085 Location
9.3 N TEXAS S/L Sufficiency
97.9 Kind Hwy
4 Level Service
1 Route No.
E2180 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
32 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2022 ADT Total
425 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
4 Road Width
32 Ref. Underclearance Rt.
H Underclearance Right
30 Underclearance Left
4 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
32 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
280 Deck Width
34.2 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
N Culv. Rating
N Structure Rating
8 Deck Geometry
6 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
70.4 HS Inv. Rating Method
3 HS Inv. Method
41.6 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
425 Future ADT Year
2042 Bypass Detour
2 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
31813 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.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
45ft.-90ft.-90ft.-55ft. P.C. BEAM SPANS 32ft. CLR RDWY W/TR4 RAIL Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
33:51:11 Longitude
-97:08:03 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
E2180 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
108 NBI Text
31813 Vault Link
http://plansrv1/bridgemaintvault/b31813 GIS FO/SD
Meets Standards H Inv. Method
41.5 Latitude DD
33.853056 Longitude DD
-97.134167 ODOT County Number
43 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
31903 x
-10812926.0090688 y
4009088.06200681 |
|||||||||||||||||||||||||||||||||||||
| 31809 | 2502 0923 X | 31809 | — | U.S. 77 | RUSH CREEK | 65ft.-100ft.-100ft.-95ft.-130ft.-100ft TYPE IV & J P.C. BM. SPANS X 52 ft CLR. RDWY., 5 ft SIDEWALK & TR-4 TRAFFIC RAIL | 2019 | 34.735 | -97.214167 | 598 | 59 | — | 1 | 0 | 4 | 52 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 81 | 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 | 14 - Other Principal Arterial (Urban) | C | 7200 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
31899 BRKEY
31809 NBI No.
31809 On Under
1 Structure No.
2502 0923 X Control No.
002 Lane Ind.
Milepoint
09230 Facility Carried
U.S. 77 Feature Intersected
RUSH CREEK Division
03 County
049 Location
S. EDGE PAULS VALLEY Sufficiency
81 Kind Hwy
2 Level Service
1 Route No.
00077 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
25 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
2019 ADT Total
7200 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
1 Road Width
52 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
52 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
598 Deck Width
59 Bridge Open Closed
A TSF Rail
1 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
8 Super Rating
8 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
74.2 HS Inv. Rating Method
3 HS Inv. Method
57.2 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
10200 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
35 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
31809 ODOT County
25 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
5 Rt. Curb SW
0 Description
65ft.-100ft.-100ft.-95ft.-130ft.-100ft TYPE IV & J P.C. BM. SPANS X 52 ft CLR. RDWY., 5 ft SIDEWALK & TR-4 TRAFFIC RAIL Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
34:44:06 Longitude
-97:12:51 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
31809 Vault Link
http://plansrv1/bridgemaintvault/b31809 GIS FO/SD
Meets Standards H Inv. Method
57.1 Latitude DD
34.735 Longitude DD
-97.214167 ODOT County Number
25 Maint. Dist.
3 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
31899 x
-10821831.5683323 y
4127926.76307539 |
|||||||||||||||||||||||||||||||||||||
| 31519 | 2014 1730 X | 31519 | — | S.H. 33 | EAST BARNITZ CREEK | 75ft.-100ft.-75ft. P.C. BEAM SPAN 40ft. CLR RDY W/TR4 RAIL | 2023 | 35.63833333 | -99.06972222 | 820.21 | 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 | 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 | 890 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
31885 BRKEY
31519 NBI No.
31519 On Under
1 Structure No.
2014 1730 X Control No.
014 Lane Ind.
Milepoint
17300 Facility Carried
S.H. 33 Feature Intersected
EAST BARNITZ CREEK Division
05 County
039 Location
6.4 E JCT S.H. 44 S Sufficiency
100 Kind Hwy
3 Level Service
1 Route No.
00033 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
0 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
2023 ADT Total
890 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
820.21 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
51.4 HS Inv. Rating Method
3 HS Inv. Method
39.7 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1290 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
31519 ODOT County
20 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
75ft.-100ft.-75ft. P.C. BEAM SPAN 40ft. CLR RDY W/TR4 RAIL Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:38:18 Longitude
-99:04:11 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
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
NBI Text
31519 Vault Link
http://plansrv1/bridgemaintvault/b31519 GIS FO/SD
Meets Standards H Inv. Method
39.6 Latitude DD
35.63833333 Longitude DD
-99.06972222 ODOT County Number
20 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
31885 x
-11028391.0305615 y
4250970.03371078 |
|||||||||||||||||||||||||||||||||||||
| 31518 | 2014 1666 X | 31518 | — | S.H. 33 | WEST BARNITZ CREEK O'FLO | 45ft.-50ft.-45ft. P.C. BEAM SPAN 40ft. CLR RDY, W/TR4 RAIL | 2024 | 35.638333 | -99.081111 | 140 | 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 | 07 - Major Collector (Rural) | B | 890 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
31884 BRKEY
31518 NBI No.
31518 On Under
1 Structure No.
2014 1666 X Control No.
014 Lane Ind.
Milepoint
16660 Facility Carried
S.H. 33 Feature Intersected
WEST BARNITZ CREEK O'FLO Division
05 County
039 Location
5.7 E JCT. S.H. 44 S Sufficiency
100 Kind Hwy
3 Level Service
1 Route No.
00033 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
0 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
2024 ADT Total
890 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
140 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
48.8 HS Inv. Rating Method
3 HS Inv. Method
37.6 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1290 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
31518 ODOT County
20 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
45ft.-50ft.-45ft. P.C. BEAM SPAN 40ft. CLR RDY, W/TR4 RAIL Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:38:18 Longitude
-99:04:52 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
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
NBI Text
31518 Vault Link
http://plansrv1/bridgemaintvault/b31518 GIS FO/SD
Meets Standards H Inv. Method
37.5 Latitude DD
35.638333 Longitude DD
-99.081111 ODOT County Number
20 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
31884 x
-11029658.8237518 y
4250969.98850968 |
|||||||||||||||||||||||||||||||||||||
| 31517 | 2014 1651 X | 31517 | — | S.H. 33 | WEST BARNITZ CREEK | 3-70ft. P.C. BEAM SPAN 40ft. CLR RDY. W/TR4 RAIL | 2023 | 35.63861111 | -99.08388889 | 210 | 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 | 07 - Major Collector (Rural) | B | 890 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
31883 BRKEY
31517 NBI No.
31517 On Under
1 Structure No.
2014 1651 X Control No.
014 Lane Ind.
Milepoint
16510 Facility Carried
S.H. 33 Feature Intersected
WEST BARNITZ CREEK Division
05 County
039 Location
5.6 E JCT S.H. 44 S Sufficiency
100 Kind Hwy
3 Level Service
1 Route No.
00033 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
0 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
2023 ADT Total
890 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 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
7 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
56.1 HS Inv. Rating Method
3 HS Inv. Method
43.3 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1290 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
31517 ODOT County
20 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. P.C. BEAM SPAN 40ft. CLR RDY. W/TR4 RAIL Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:38:19 Longitude
-99:05:02 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
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
NBI Text
31517 Vault Link
http://plansrv1/bridgemaintvault/b31517 GIS FO/SD
Meets Standards H Inv. Method
43.2 Latitude DD
35.63861111 Longitude DD
-99.08388889 ODOT County Number
20 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
31883 x
-11029968.0570521 y
4251008.08214073 |
|||||||||||||||||||||||||||||||||||||
| 31516 | 7530 0557 X | 31516 | — | S.H. 55 | LITTLE ELK CREEK | 2-110ft. P/S CONC. BEAM SPANS | 2019 | 35.160108 | -99.077094 | 220 | 42 | — | 2 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95 | Good (7) | Good (7) | Good (7) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1320 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
31882 BRKEY
31516 NBI No.
31516 On Under
1 Structure No.
7530 0557 X Control No.
030 Lane Ind.
Milepoint
05570 Facility Carried
S.H. 55 Feature Intersected
LITTLE ELK CREEK Division
05 County
149 Location
5.6 E JCT S.H. 44 Sufficiency
95 Kind Hwy
3 Level Service
1 Route No.
00055 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
0 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
2019 ADT Total
1320 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
2 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
42 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
220 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
6 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
74.5 HS Inv. Rating Method
3 HS Inv. Method
42.1 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1825 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
31516 ODOT County
75 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
2-110ft. P/S CONC. BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:09:36.39 Longitude
-99:04:37.54 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 55 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
31516 Vault Link
http://plansrv1/bridgemaintvault/b31516 GIS FO/SD
Meets Standards H Inv. Method
42 Latitude DD
35.160108 Longitude DD
-99.077094 ODOT County Number
75 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
31882 x
-11029211.6533573 y
4185660.52455261 |
|||||||||||||||||||||||||||||||||||||
| 31808 | 1937F1540 X | 31808 | — | WEST 211 ST SOUTH | I-44 ( TURNER TP) | 30ft. X 14ft. X 201ft. RCB | 1901 | 35.856511 | -96.367675 | 30 | -1 | — | 1 | 0 | -1 | -1 | 1 - Concrete | Culvert (19) | M | _ | _ | -1 | _ | _ | _ | _ | _ | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 09 - Local (Rural) | T | -1 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
31880 BRKEY
31808 NBI No.
31808 On Under
1 Structure No.
1937F1540 X Control No.
Lane Ind.
Milepoint
Facility Carried
WEST 211 ST SOUTH Feature Intersected
I-44 ( TURNER TP) Division
08 County
037 Location
51 NE JCT I-35 Sufficiency
-1 Kind Hwy
5 Level Service
1 Route No.
00211 Service Type On
1 Service Type Off
1 Vertical Clearance
Horizontal Clearance
-1 Bridge System
T Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
09 - Local (Rural) Year Built
1901 ADT Total
-1 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
1 Road Width
-1 Ref. Underclearance Rt.
_ Underclearance Right
-1 Underclearance Left
-1 Deck Structure Type
_ No. Lanes
-1 Fill RCB
Appr. Roadway Width
-1 Span Type Main
M Material
1 - Concrete Design
19 Length
30 Deck Width
-1 Bridge Open Closed
_ TSF Rail
_ TSF Transition
_ TSF Appr. Guardrail
_ TSF Appr. Guardrail Ends
_ Appr. Roadway Cond.
Deck Rating
_ Super Rating
_ Sub Rating
_ Chan. Rating
_ Culv. Rating
_ Structure Rating
_ Deck Geometry
_ Underclearance
_ Bridge Posting
_ Waterway Adequacy
_ Approach Alignment
_ HS Operating Rating Method
_ HS Operating Rating
0 HS Inv. Rating Method
_ HS Inv. Method
0 H Operating Rating
_ H Inv. Rating Method
_ Future ADT
-1 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
Posted Weight
Posted Speed Limit
Narrow or 1 Lane
Advanced Warning Sign
Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
31808 ODOT County
19 Nav. Control
_ Nav. HC
0 Lft. Br. Nav. Cl.
-1 Nav. VC
0 Bridge Med.
_ DK Memb. Type
_ DK Protect.
_ DK Surf. Type
_ Lft. Curb SW
-1 Rt. Curb SW
-1 Description
30ft. X 14ft. X 201ft. RCB Route Flag
Status Flag
F On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:51:23.44 Longitude
-96:22:03.63 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
W 211 ST SOUTH Scour
_ Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
31808 Vault Link
http://plansrv1/bridgemaintvault/b31808 GIS FO/SD
Meets Standards H Inv. Method
-1 Latitude DD
35.856511 Longitude DD
-96.367675 ODOT County Number
19 Maint. Dist.
8 HPMS Functional Class
7 Rural/Urban
Rural ARC_ID_NUM
31880 x
-10727600.5099317 y
4280895.4267633 |
|||||||||||||||||||||||||||||||||||||
| 31807 | 7604 0208 X | 31807 | — | U.S. 64 | ANDERSON CREEK | 85X110X85 TYPE IV PC BEAM WITH CONC RAIL (TR-4) W/ 40ft. CLR RDWY | 2019 | 36.811944 | -99.077778 | 280 | 42.2 | — | 3 | 0 | 2 | 39.9 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 91 | 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) | C | 1400 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
31879 BRKEY
31807 NBI No.
31807 On Under
1 Structure No.
7604 0208 X Control No.
004 Lane Ind.
Milepoint
02080 Facility Carried
U.S. 64 Feature Intersected
ANDERSON CREEK Division
06 County
151 Location
2.1 E JCT S.H. 50 Sufficiency
91 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
39.9 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
2019 ADT Total
1400 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
39.9 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
27 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
280 Deck Width
42.2 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
7 Culv. Rating
N Structure Rating
8 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
69.6 HS Inv. Rating Method
3 HS Inv. Method
38.5 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
2240 Future ADT Year
2042 Bypass Detour
72.000002 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
31807 ODOT County
76 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
85X110X85 TYPE IV PC BEAM WITH CONC RAIL (TR-4) W/ 40ft. CLR RDWY Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
36:48:43 Longitude
-99:04:40 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
31807 Vault Link
http://plansrv1/bridgemaintvault/b31807 GIS FO/SD
Meets Standards H Inv. Method
38.4 Latitude DD
36.811944 Longitude DD
-99.077778 ODOT County Number
76 Maint. Dist.
6 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
31879 x
-11029287.795889 y
4412926.52172614 |
|||||||||||||||||||||||||||||||||||||
| 31610 | 1648F0479 X | 31610 | — | S.H. 58 | CREEK | 3-12ft.X8ft. RCB | 1901 | 34.78027778 | -98.50666667 | 36 | -1 | — | 3 | 0 | -1 | -1 | 1 - Concrete | Culvert (19) | M | _ | _ | -1 | _ | _ | _ | _ | _ | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | -1 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
31868 BRKEY
31610 NBI No.
31610 On Under
1 Structure No.
1648F0479 X Control No.
048 Lane Ind.
Milepoint
04790 Facility Carried
S.H. 58 Feature Intersected
CREEK Division
07 County
031 Location
4.8 N JCT S.H. 49 Sufficiency
-1 Kind Hwy
3 Level Service
1 Route No.
00058 Service Type On
1 Service Type Off
5 Vertical Clearance
Horizontal Clearance
-1 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
1901 ADT Total
-1 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
-1 Ref. Underclearance Rt.
_ Underclearance Right
-1 Underclearance Left
-1 Deck Structure Type
_ No. Lanes
-1 Fill RCB
Appr. Roadway Width
-1 Span Type Main
M Material
1 - Concrete Design
19 Length
36 Deck Width
-1 Bridge Open Closed
_ TSF Rail
_ TSF Transition
_ TSF Appr. Guardrail
_ TSF Appr. Guardrail Ends
_ Appr. Roadway Cond.
Deck Rating
_ Super Rating
_ Sub Rating
_ Chan. Rating
_ Culv. Rating
_ Structure Rating
_ Deck Geometry
_ Underclearance
_ Bridge Posting
_ Waterway Adequacy
_ Approach Alignment
_ HS Operating Rating Method
_ HS Operating Rating
0 HS Inv. Rating Method
_ HS Inv. Method
0 H Operating Rating
_ H Inv. Rating Method
_ Future ADT
-1 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
Posted Weight
Posted Speed Limit
Narrow or 1 Lane
Advanced Warning Sign
Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
31610 ODOT County
16 Nav. Control
_ Nav. HC
0 Lft. Br. Nav. Cl.
-1 Nav. VC
0 Bridge Med.
_ DK Memb. Type
_ DK Protect.
_ DK Surf. Type
_ Lft. Curb SW
-1 Rt. Curb SW
-1 Description
3-12ft.X8ft. RCB Route Flag
P Status Flag
F On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
34:46:49 Longitude
-98:30:24 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
S.H. 58 Scour
_ Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
31610 Vault Link
http://plansrv1/bridgemaintvault/b31610 GIS FO/SD
Meets Standards H Inv. Method
-1 Latitude DD
34.78027778 Longitude DD
-98.50666667 ODOT County Number
16 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
31868 x
-10965711.9734471 y
4134061.71679305 |
|||||||||||||||||||||||||||||||||||||
| 31607 | 7716 1421 X | 31607 | — | S.H. 34 | INDIAN CREEK | -1 | 45ft. - 110ft. - 70ft. TYPE IV BM X 40ft. CLR RDWY, W/TR4 RAIL 45 DEGREE RT. FWD. SKEW | 2017 | 36.359489 | -99.353744 | 231.001 | 42.201 | — | 3 | 45 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 91.2 | 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 | 2300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
31865 BRKEY
31607 NBI No.
31607 On Under
1 Structure No.
7716 1421 X Control No.
016 Lane Ind.
Milepoint
14210 Facility Carried
S.H. 34 Feature Intersected
INDIAN CREEK Division
06 County
153 Location
2.3 S JCT U.S. 183 Sufficiency
91.2 Kind Hwy
3 Level Service
1 Route No.
00034 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
2017 ADT Total
2300 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
45 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
231.001 Deck Width
42.201 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
60.7 HS Inv. Rating Method
3 HS Inv. Method
38.4 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
3680 Future ADT Year
2042 Bypass Detour
49 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
31607 ODOT County
77 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
45ft. - 110ft. - 70ft. TYPE IV BM X 40ft. CLR RDWY, W/TR4 RAIL 45 DEGREE RT. FWD. SKEW Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
-1 Latitude
36:21:34.16 Longitude
-99:21:13.48 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 34 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
31607 Vault Link
http://plansrv1/bridgemaintvault/b31607 GIS FO/SD
Meets Standards H Inv. Method
38.3 Latitude DD
36.359489 Longitude DD
-99.353744 ODOT County Number
77 Maint. Dist.
6 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
31865 x
-11060008.1904853 y
4350199.91820315 |
|||||||||||||||||||||||||||||||||||||
| 31606 | 2047 0261 X | 31606 | — | I-40 BUS. | WASHITA RIVER | 4-110ft. & 4-90ft. PCB W/ 60ft. CLR RDY | 2022 | 35.515278 | -98.957778 | 800 | 68 | — | 8 | 0 | 4 | 60 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94 | 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 | 14 - Other Principal Arterial (Urban) | A | 7000 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
31864 BRKEY
31606 NBI No.
31606 On Under
1 Structure No.
2047 0261 X Control No.
047 Lane Ind.
Milepoint
02610 Facility Carried
I-40 BUS. Feature Intersected
WASHITA RIVER Division
05 County
039 Location
0.5 E OF U.S. 183 Sufficiency
94 Kind Hwy
1 Level Service
3 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
60 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
14 - Other Principal Arterial (Urban) Year Built
2022 ADT Total
7000 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
8 Road Width
60 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
62 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
800 Deck Width
68 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
0 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
7 Culv. Rating
N Structure Rating
8 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
6 HS Operating Rating Method
3 HS Operating Rating
73.7 HS Inv. Rating Method
3 HS Inv. Method
41.2 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
11200 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
31606 ODOT County
20 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
8 DK Surf. Type
6 Lft. Curb SW
4 Rt. Curb SW
4 Description
4-110ft. & 4-90ft. PCB W/ 60ft. CLR RDY Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:30:55 Longitude
-98:57:28 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
I-40 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
3 - Bypass Historical Significance
5 Local Bridge ID
NBI Text
31606 Vault Link
http://plansrv1/bridgemaintvault/b31606 GIS FO/SD
Meets Standards H Inv. Method
41.1 Latitude DD
35.515278 Longitude DD
-98.957778 ODOT County Number
20 Maint. Dist.
5 HPMS Functional Class
3 Rural/Urban
Urban ARC_ID_NUM
31864 x
-11015929.4569938 y
4234127.72482352 |
|||||||||||||||||||||||||||||||||||||
| 31605 | 0554 0135 X | 31605 | — | I-40 BUS. | N. FORK OF RED RIVER | 11 - 100ft. P/S CONC. BEAMS SPANS | 2021 | 35.281667 | -99.639722 | 1100 | 65.9 | — | 11 | 0 | 4 | 52 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 83 | 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 | 16 - Minor Arterial (Urban) | A | 4080 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
31863 BRKEY
31605 NBI No.
31605 On Under
1 Structure No.
0554 0135 X Control No.
054 Lane Ind.
Milepoint
01350 Facility Carried
I-40 BUS. Feature Intersected
N. FORK OF RED RIVER Division
05 County
009 Location
1.4 N OF U.S. 283 Sufficiency
83 Kind Hwy
1 Level Service
6 Route No.
00040 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
0 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
16 - Minor Arterial (Urban) Year Built
2021 ADT Total
4080 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
11 Road Width
52 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
68 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
1100 Deck Width
65.9 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
8 Super Rating
8 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
67.8 HS Inv. Rating Method
3 HS Inv. Method
36.7 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
6070 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
31605 ODOT County
05 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
5.67 Rt. Curb SW
5.67 Description
11 - 100ft. P/S CONC. BEAMS SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:16:54 Longitude
-99:38:23 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
I-40 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
6 - Business Historical Significance
5 Local Bridge ID
NBI Text
31605 Vault Link
http://plansrv1/bridgemaintvault/b31605 GIS FO/SD
Meets Standards H Inv. Method
36.6 Latitude DD
35.281667 Longitude DD
-99.639722 ODOT County Number
5 Maint. Dist.
5 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
31863 x
-11091843.1158233 y
4202224.75056664 |
|||||||||||||||||||||||||||||||||||||
| 31511 | 3704 0062 X | 31511 | — | U.S. 81 | KINGFISHER CREEK | 100ft.-130ft.-100 PS CONC. BEAMS | 2019 | 35.87 | -97.9325 | 331.667 | 76 | — | 3 | 0 | 4 | 60 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 80.9 | Good (7) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 7800 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
31859 BRKEY
31511 NBI No.
31511 On Under
1 Structure No.
3704 0062 X Control No.
004 Lane Ind.
Milepoint
00620 Facility Carried
U.S. 81 Feature Intersected
KINGFISHER CREEK Division
04 County
073 Location
.7 N S.H. 33 Sufficiency
80.9 Kind Hwy
2 Level Service
1 Route No.
00081 Service Type On
5 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
60 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
2019 ADT Total
7800 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
60 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
60 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
331.667 Deck Width
76 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
7 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
5 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
74 HS Inv. Rating Method
3 HS Inv. Method
32 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
12480 Future ADT Year
2042 Bypass Detour
34.8 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
31511 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
7 Rt. Curb SW
7 Description
100ft.-130ft.-100 PS CONC. BEAMS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:52:12 Longitude
-97:55:57 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
31511 Vault Link
http://plansrv1/bridgemaintvault/b31511 GIS FO/SD
Meets Standards H Inv. Method
31 Latitude DD
35.87 Longitude DD
-97.9325 ODOT County Number
37 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
31859 x
-10901796.0321123 y
4282748.28480014 |
|||||||||||||||||||||||||||||||||||||
| 31510 | 2104 1270 X | 31510 | — | U.S. 59 | SPAVINAW CREEK | 6 X 100ft. TYPE IV CONCRETE | 2024 | 36.349508 | -94.822944 | 601.666 | 42.166 | — | 6 | 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) | C | 3737 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
31858 BRKEY
31510 NBI No.
31510 On Under
1 Structure No.
2104 1270 X Control No.
004 Lane Ind.
Milepoint
12700 Facility Carried
U.S. 59 Feature Intersected
SPAVINAW CREEK Division
08 County
041 Location
12.7 N OF U.S. 412A Sufficiency
100 Kind Hwy
2 Level Service
1 Route No.
00059 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
2024 ADT Total
3737 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
6 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
601.666 Deck Width
42.166 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
0 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
74.5 HS Inv. Rating Method
3 HS Inv. Method
49.2 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
5337 Future ADT Year
2042 Bypass Detour
1E-06 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
31510 ODOT County
21 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
6 X 100ft. TYPE IV CONCRETE Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
36:20:58.23 Longitude
-94:49:22.6 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
U.S. 59 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
31510 Vault Link
http://plansrv1/bridgemaintvault/b31510 GIS FO/SD
Meets Standards H Inv. Method
49.1 Latitude DD
36.349508 Longitude DD
-94.822944 ODOT County Number
21 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
31858 x
-10555641.8415991 y
4348820.32000129 |
|||||||||||||||||||||||||||||||||||||
| 31802 | 3318 0259 X | 31802 | — | S.H. 6 | UNNAMED CREEK | 3-16ft. X 8ft X 56ft CL RDY.RCB | 2020 | 34.527222 | -99.520556 | 48 | 58 | — | 3 | 0 | 2 | 56 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 99.2 | 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 | 1100 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
31856 BRKEY
31802 NBI No.
31802 On Under
1 Structure No.
3318 0259 X Control No.
018 Lane Ind.
Milepoint
02590 Facility Carried
S.H. 6 Feature Intersected
UNNAMED CREEK Division
05 County
065 Location
2.6 NE JCT S.H. 34 Sufficiency
99.2 Kind Hwy
3 Level Service
1 Route No.
00006 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
0 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
2020 ADT Total
1100 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
56 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
4 Appr. Roadway Width
41 Span Type Main
M Material
1 - Concrete Design
19 Length
48 Deck Width
58 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
8 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
66.8 HS Inv. Rating Method
3 HS Inv. Method
51.5 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1550 Future ADT Year
2042 Bypass Detour
10 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
31802 ODOT County
33 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
3-16ft. X 8ft X 56ft CL RDY.RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
34:31:38 Longitude
-99:31:14 I257A
C I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 6 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
31802 Vault Link
http://plansrv1/bridgemaintvault/b31802 GIS FO/SD
Meets Standards H Inv. Method
51.4 Latitude DD
34.527222 Longitude DD
-99.520556 ODOT County Number
33 Maint. Dist.
5 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
31856 x
-11078577.6173835 y
4099816.67404286 |
|||||||||||||||||||||||||||||||||||||
| 31801 | 1116 0020 X | 31801 | — | S.H. 51 | ELDON CREEK | 2-10ft. X 7ft. X 93ft. RCB | 2019 | 35.925556 | -94.839444 | 20 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 92.4 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 3200 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
31855 BRKEY
31801 NBI No.
31801 On Under
1 Structure No.
1116 0020 X Control No.
016 Lane Ind.
Milepoint
00200 Facility Carried
S.H. 51 Feature Intersected
ELDON CREEK Division
01 County
021 Location
.2 S U.S. 62 Sufficiency
92.4 Kind Hwy
3 Level Service
1 Route No.
00051 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
2019 ADT Total
3200 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
5 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
6 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
99 HS Inv. Rating Method
3 HS Inv. Method
76.4 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
9600 Future ADT Year
2042 Bypass Detour
31.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
31801 ODOT County
11 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-10ft. X 7ft. X 93ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:55:32 Longitude
-94:50:22 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
S.H. 51 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
31801 Vault Link
http://plansrv1/bridgemaintvault/b31801 GIS FO/SD
Meets Standards H Inv. Method
76.3 Latitude DD
35.925556 Longitude DD
-94.839444 ODOT County Number
11 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
31855 x
-10557478.6131972 y
4290382.82136144 |
|||||||||||||||||||||||||||||||||||||
| 31800 | 7250 0625 X | 31800 | — | S.H. 20 | CHERRY CREEK | 3-16ft. X 8ft. X 100ft. RCB | 2021 | 36.365556 | -95.88 | 52.166 | 0 | — | 3 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 66.9 | Excellent (9) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Excellent (9) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | B | 6000 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
31854 BRKEY
31800 NBI No.
31800 On Under
1 Structure No.
7250 0625 X Control No.
050 Lane Ind.
Milepoint
06250 Facility Carried
S.H. 20 Feature Intersected
CHERRY CREEK Division
08 County
143 Location
6.4 E JCT S.H. 11 Sufficiency
66.9 Kind Hwy
3 Level Service
1 Route No.
00020 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
70 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
2021 ADT Total
6000 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
FG Appr. Roadway Width
70 Span Type Main
M Material
1 - Concrete Design
19 Length
52.166 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
9 Structure Rating
9 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
47.1 HS Inv. Rating Method
3 HS Inv. Method
36.3 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
9000 Future ADT Year
2042 Bypass Detour
33 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
31800 ODOT County
72 Nav. Control
N 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
3-16ft. X 8ft. X 100ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
36:21:56 Longitude
-95:52:48 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
S.H. 20 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
31800 Vault Link
http://plansrv1/bridgemaintvault/b31800 GIS FO/SD
Meets Standards H Inv. Method
36.2 Latitude DD
36.365556 Longitude DD
-95.88 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
31854 x
-10673312.7772591 y
4351038.60022085 |
|||||||||||||||||||||||||||||||||||||
| 31799 | 7250 0509 X | 31799 | — | S.H. 20 | HORSEPEN CREEK | 3-10ft. X 5ft. X 120ft. RCB | 2022 | 36.365556 | -95.900556 | 38.5 | 0 | — | 3 | 30 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 82 | Excellent (9) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Excellent (9) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 6000 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
31853 BRKEY
31799 NBI No.
31799 On Under
1 Structure No.
7250 0509 X Control No.
050 Lane Ind.
Milepoint
05090 Facility Carried
S.H. 20 Feature Intersected
HORSEPEN CREEK Division
08 County
143 Location
5.2 E JCT S.H. 11 Sufficiency
82 Kind Hwy
3 Level Service
1 Route No.
00020 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
70 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
2022 ADT Total
6000 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
30 No. Main Spans
3 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
FG Appr. Roadway Width
70 Span Type Main
M Material
1 - Concrete Design
19 Length
38.5 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
9 Structure Rating
9 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
77.9 HS Inv. Rating Method
3 HS Inv. Method
60.1 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
9000 Future ADT Year
2042 Bypass Detour
33 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
31799 ODOT County
72 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft. X 5ft. X 120ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
36:21:56 Longitude
-95:54:02 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
S.H. 20 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
31799 Vault Link
http://plansrv1/bridgemaintvault/b31799 GIS FO/SD
Meets Standards H Inv. Method
60 Latitude DD
36.365556 Longitude DD
-95.900556 ODOT County Number
72 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
31853 x
-10675601.0607118 y
4351038.60022085 |
|||||||||||||||||||||||||||||||||||||
| 31508 | 1317 1127 X | 31508 | — | U.S. 385 | BEAVER RIVER | 5-100ft. TYPE IV PCB SPANS, 40ft. CL RDY, TR4 TRAFFIC RAIL, NO SKEW | 2018 | 36.65722222 | -102.55305556 | 500 | 42 | — | 5 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98.6 | Good (7) | Satisfactory (6) | Good (7) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 625 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
31838 BRKEY
31508 NBI No.
31508 On Under
1 Structure No.
1317 1127 X Control No.
017 Lane Ind.
Milepoint
11270 Facility Carried
U.S. 385 Feature Intersected
BEAVER RIVER Division
06 County
025 Location
2.8 S OF JCT. U.S. 64 Sufficiency
98.6 Kind Hwy
2 Level Service
1 Route No.
00385 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
2018 ADT Total
625 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
5 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
99.9 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
500 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
6 Super Rating
7 Sub Rating
8 Chan. Rating
7 Culv. Rating
N Structure Rating
7 Deck Geometry
8 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
76.4 HS Inv. Rating Method
3 HS Inv. Method
40.5 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
875 Future ADT Year
2042 Bypass Detour
29.8 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
31508 ODOT County
13 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
Nav. VC
0 Bridge Med.
1 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
5-100ft. TYPE IV PCB SPANS, 40ft. CL RDY, TR4 TRAFFIC RAIL, NO SKEW Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
36:39:26 Longitude
-102:33:11 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 385 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
31508 Vault Link
http://plansrv1/bridgemaintvault/b31508 GIS FO/SD
Meets Standards H Inv. Method
40.5 Latitude DD
36.65722222 Longitude DD
-102.55305556 ODOT County Number
13 Maint. Dist.
6 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
31838 x
-11416153.9242335 y
4391435.07772444 |
|||||||||||||||||||||||||||||||||||||
| 31507 | 4206F0860 X | 31507 | — | S.H. 33 | GAR CREEK | 60ft.-67.5ft.-72.5ft. TYPE III P.C. BEAM SPANS X 44ft. CLR RDY, TR4 RAIL, 30 DEG LT. FWD. SKEW | 1901 | 35.87111111 | -97.5325 | 656.168 | -1 | — | 3 | 30 | -1 | -1 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | _ | _ | -1 | _ | _ | _ | _ | _ | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | -1 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
31837 BRKEY
31507 NBI No.
31507 On Under
1 Structure No.
4206F0860 X Control No.
006 Lane Ind.
Milepoint
08600 Facility Carried
S.H. 33 Feature Intersected
GAR CREEK Division
04 County
083 Location
2.8 E OF S.H. 74 Sufficiency
-1 Kind Hwy
3 Level Service
1 Route No.
00033 Service Type On
1 Service Type Off
5 Vertical Clearance
Horizontal Clearance
-1 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
1901 ADT Total
-1 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
30 No. Main Spans
3 Road Width
-1 Ref. Underclearance Rt.
_ Underclearance Right
-1 Underclearance Left
-1 Deck Structure Type
_ No. Lanes
-1 Fill RCB
Appr. Roadway Width
-1 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
656.168 Deck Width
-1 Bridge Open Closed
_ TSF Rail
_ TSF Transition
_ TSF Appr. Guardrail
_ TSF Appr. Guardrail Ends
_ Appr. Roadway Cond.
Deck Rating
_ Super Rating
_ Sub Rating
_ Chan. Rating
_ Culv. Rating
_ Structure Rating
_ Deck Geometry
_ Underclearance
_ Bridge Posting
_ Waterway Adequacy
_ Approach Alignment
_ HS Operating Rating Method
_ HS Operating Rating
0 HS Inv. Rating Method
_ HS Inv. Method
0 H Operating Rating
_ H Inv. Rating Method
_ Future ADT
-1 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
Posted Weight
Posted Speed Limit
Narrow or 1 Lane
Advanced Warning Sign
Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
31507 ODOT County
42 Nav. Control
_ Nav. HC
0 Lft. Br. Nav. Cl.
-1 Nav. VC
0 Bridge Med.
_ DK Memb. Type
_ DK Protect.
_ DK Surf. Type
_ Lft. Curb SW
-1 Rt. Curb SW
-1 Description
60ft.-67.5ft.-72.5ft. TYPE III P.C. BEAM SPANS X 44ft. CLR RDY, TR4 RAIL, 30 DEG LT. FWD. SKEW Route Flag
P Status Flag
F On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:52:16 Longitude
-97:31:57 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
S.H. 33 Scour
_ Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
31507 Vault Link
http://plansrv1/bridgemaintvault/b31507 GIS FO/SD
Meets Standards H Inv. Method
-1 Latitude DD
35.87111111 Longitude DD
-97.5325 ODOT County Number
42 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
31837 x
-10857268.235795 y
4282900.92166997 |
|||||||||||||||||||||||||||||||||||||
| 31796 | 2614F0592 X | 31796 | — | U.S. 277 | SMITH CREEK | 30ft.-65ft.-30ft. PCB, 40ft. CLR RDWY W/ TR-4 RAIL | 1901 | 34.94916667 | -97.99583333 | 125 | -1 | — | 3 | 0 | -1 | -1 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | _ | _ | -1 | _ | _ | _ | _ | _ | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | -1 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
31832 BRKEY
31796 NBI No.
31796 On Under
1 Structure No.
2614F0592 X Control No.
014 Lane Ind.
Milepoint
05920 Facility Carried
U.S. 277 Feature Intersected
SMITH CREEK Division
07 County
051 Location
2.7 W JCT U.S. 81 Sufficiency
-1 Kind Hwy
2 Level Service
1 Route No.
00277 Service Type On
1 Service Type Off
5 Vertical Clearance
Horizontal Clearance
-1 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
1901 ADT Total
-1 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
-1 Ref. Underclearance Rt.
_ Underclearance Right
-1 Underclearance Left
-1 Deck Structure Type
_ No. Lanes
-1 Fill RCB
Appr. Roadway Width
-1 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
125 Deck Width
-1 Bridge Open Closed
_ TSF Rail
_ TSF Transition
_ TSF Appr. Guardrail
_ TSF Appr. Guardrail Ends
_ Appr. Roadway Cond.
Deck Rating
_ Super Rating
_ Sub Rating
_ Chan. Rating
_ Culv. Rating
_ Structure Rating
_ Deck Geometry
_ Underclearance
_ Bridge Posting
_ Waterway Adequacy
_ Approach Alignment
_ HS Operating Rating Method
_ HS Operating Rating
0 HS Inv. Rating Method
_ HS Inv. Method
0 H Operating Rating
_ H Inv. Rating Method
_ Future ADT
-1 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
Posted Weight
Posted Speed Limit
Narrow or 1 Lane
Advanced Warning Sign
Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
31796 ODOT County
26 Nav. Control
_ Nav. HC
0 Lft. Br. Nav. Cl.
-1 Nav. VC
0 Bridge Med.
_ DK Memb. Type
_ DK Protect.
_ DK Surf. Type
_ Lft. Curb SW
-1 Rt. Curb SW
-1 Description
30ft.-65ft.-30ft. PCB, 40ft. CLR RDWY W/ TR-4 RAIL Route Flag
P Status Flag
F On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
34:56:57 Longitude
-97:59:45 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
U.S. 277 Scour
_ Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
31796 Vault Link
http://plansrv1/bridgemaintvault/b31796 GIS FO/SD
Meets Standards H Inv. Method
-1 Latitude DD
34.94916667 Longitude DD
-97.99583333 ODOT County Number
26 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
31832 x
-10908846.2661581 y
4156975.24151672 |
|||||||||||||||||||||||||||||||||||||
| 31795 | 7410F0036 X | 31795 | — | S.H. 11 | TYNER CREEK | 50ft.-80ft.-50ft. ROLLED BEAM SPANS | 1901 | 36.43527778 | -95.99694444 | 180 | -1 | — | 3 | 0 | -1 | -1 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | _ | _ | -1 | _ | _ | _ | _ | _ | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1700 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
31831 BRKEY
31795 NBI No.
31795 On Under
1 Structure No.
7410F0036 X Control No.
010 Lane Ind.
Milepoint
00360 Facility Carried
S.H. 11 Feature Intersected
TYNER CREEK Division
08 County
147 Location
.4 SE OSAGE C/L Sufficiency
-1 Kind Hwy
3 Level Service
1 Route No.
00011 Service Type On
1 Service Type Off
5 Vertical Clearance
Horizontal Clearance
-1 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
1901 ADT Total
1700 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
-1 Ref. Underclearance Rt.
_ Underclearance Right
-1 Underclearance Left
-1 Deck Structure Type
_ No. Lanes
-1 Fill RCB
Appr. Roadway Width
-1 Span Type Main
M Material
3 - Steel Design
02 Length
180 Deck Width
-1 Bridge Open Closed
_ TSF Rail
_ TSF Transition
_ TSF Appr. Guardrail
_ TSF Appr. Guardrail Ends
_ Appr. Roadway Cond.
Deck Rating
_ Super Rating
_ Sub Rating
_ Chan. Rating
_ Culv. Rating
_ Structure Rating
_ Deck Geometry
_ Underclearance
_ Bridge Posting
_ Waterway Adequacy
_ Approach Alignment
_ HS Operating Rating Method
_ HS Operating Rating
0 HS Inv. Rating Method
_ HS Inv. Method
0 H Operating Rating
_ H Inv. Rating Method
_ Future ADT
2720 Future ADT Year
2042 Bypass Detour
49 School Bus Rte.
Posted Weight
Posted Speed Limit
Narrow or 1 Lane
Advanced Warning Sign
Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
31795 ODOT County
74 Nav. Control
_ Nav. HC
0 Lft. Br. Nav. Cl.
-1 Nav. VC
0 Bridge Med.
_ DK Memb. Type
_ DK Protect.
_ DK Surf. Type
_ Lft. Curb SW
-1 Rt. Curb SW
-1 Description
50ft.-80ft.-50ft. ROLLED BEAM SPANS Route Flag
P Status Flag
F On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
36:26:07 Longitude
-95:59:49 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
S.H. 11 Scour
_ Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
31795 Vault Link
http://plansrv1/bridgemaintvault/b31795 GIS FO/SD
Meets Standards H Inv. Method
-1 Latitude DD
36.43527778 Longitude DD
-95.99694444 ODOT County Number
74 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
31831 x
-10686330.972771 y
4360681.40739302 |
|||||||||||||||||||||||||||||||||||||
| 31792 | 4806 0940 X | 31792 | — | S.H. 32 | BUNCOMBE CREEK | 3-80ft. TYPE IV PCB SK 45 DEG RF, 40ft. CLR RDWY W/TR4 RAILS | 2018 | 33.998056 | -96.783056 | 240 | 42.2 | — | 3 | 45 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 100 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2400 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
31828 BRKEY
31792 NBI No.
31792 On Under
1 Structure No.
4806 0940 X Control No.
006 Lane Ind.
Milepoint
09400 Facility Carried
S.H. 32 Feature Intersected
BUNCOMBE CREEK Division
02 County
095 Location
.73 E OF JCT S.H. 99 Sufficiency
100 Kind Hwy
3 Level Service
1 Route No.
00032 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
2018 ADT Total
2400 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
45 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.99 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 Deck Width
42.2 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
7 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
77 HS Inv. Rating Method
3 HS Inv. Method
43 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
3400 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
31792 ODOT County
48 Nav. Control
0 Nav. HC
99.99 Lft. Br. Nav. Cl.
99.99 Nav. VC
99.99 Bridge Med.
0 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-80ft. TYPE IV PCB SK 45 DEG RF, 40ft. CLR RDWY W/TR4 RAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
33:59:53 Longitude
-96:46:59 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 32 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
13 NBI Text
31792 Vault Link
http://plansrv1/bridgemaintvault/b31792 GIS FO/SD
Meets Standards H Inv. Method
42 Latitude DD
33.998056 Longitude DD
-96.783056 ODOT County Number
48 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
31828 x
-10773840.5113369 y
4028540.99741742 |
|||||||||||||||||||||||||||||||||||||
| 31697 | 7323 1005 X | 31697 | — | S.H. 16 | CREEK | 3- 6ft W x 8ft H barrels | 2019 | 35.928611 | -95.368333 | 30.35 | 0 | — | 1 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 100 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 3377 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
31823 BRKEY
31697 NBI No.
31697 On Under
1 Structure No.
7323 1005 X Control No.
023 Lane Ind.
Milepoint
10050 Facility Carried
S.H. 16 Feature Intersected
CREEK Division
01 County
145 Location
1.25 S S.H. 51 / S.H. 16 Sufficiency
100 Kind Hwy
3 Level Service
1 Route No.
00016 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
2019 ADT Total
3377 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
AG Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
30.35 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.
0 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
5 Culv. Rating
7 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
81.4 HS Inv. Rating Method
3 HS Inv. Method
62.8 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
4767 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
2 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
31697 ODOT County
73 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- 6ft W x 8ft H barrels Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:55:43 Longitude
-95:22:06 I257A
C I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 16 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
31697 Vault Link
http://plansrv1/bridgemaintvault/b31697 GIS FO/SD
Meets Standards H Inv. Method
62.7 Latitude DD
35.928611 Longitude DD
-95.368333 ODOT County Number
73 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
31823 x
-10616354.2673633 y
4290802.79667203 |
|||||||||||||||||||||||||||||||||||||
| 31696 | 7323 0727 X | 31696 | — | S.H. 16 | CREEK | Three 8ft H x 10ft W x 109ft L barrels | 2019 | 35.888611 | -95.361667 | 37.7 | 0 | — | 1 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 100 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 3377 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
31822 BRKEY
31696 NBI No.
31696 On Under
1 Structure No.
7323 0727 X Control No.
023 Lane Ind.
Milepoint
07270 Facility Carried
S.H. 16 Feature Intersected
CREEK Division
01 County
145 Location
7.5 N MUSKOGEE C/L Sufficiency
100 Kind Hwy
3 Level Service
1 Route No.
00016 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
2019 ADT Total
3377 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
FG Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
37.7 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
8 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
7 HS Operating Rating Method
3 HS Operating Rating
58.6 HS Inv. Rating Method
3 HS Inv. Method
45.2 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
4767 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
2 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
31696 ODOT County
73 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
Three 8ft H x 10ft W x 109ft L barrels Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:53:19 Longitude
-95:21:42 I257A
C I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 16 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
31696 Vault Link
http://plansrv1/bridgemaintvault/b31696 GIS FO/SD
Meets Standards H Inv. Method
45.1 Latitude DD
35.888611 Longitude DD
-95.361667 ODOT County Number
73 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
31822 x
-10615612.2116377 y
4285305.22207263 |
|||||||||||||||||||||||||||||||||||||
| 32065 | 5568 1725 X | 32065 | — | LUTHER RD. | I-40 UNDER | 100ft.-100ft.-80ft.-95ft. STEEL BEAM SPANS, 0 DEG SK, 32ft. CLR RDY, TR-3 PARAPETS | 2020 | 35.383889 | -97.195 | 378.167 | 34.167 | — | 4 | 0 | 2 | 32 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.5 | Good (7) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | A | 400 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
31820 BRKEY
32065 NBI No.
32065 On Under
1 Structure No.
5568 1725 X Control No.
Lane Ind.
Milepoint
Facility Carried
LUTHER RD. Feature Intersected
I-40 UNDER Division
04 County
109 Location
5.3 E JCT I-240 Sufficiency
97.5 Kind Hwy
5 Level Service
1 Route No.
N3260 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
32 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2020 ADT Total
400 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
4 Road Width
32 Ref. Underclearance Rt.
H Underclearance Right
15 Underclearance Left
15 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
32 Span Type Main
M Material
3 - Steel Design
02 Length
378.167 Deck Width
34.167 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
7 Deck Geometry
7 Underclearance
6 Bridge Posting
4 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
40.9 HS Inv. Rating Method
3 HS Inv. Method
31.5 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
660 Future ADT Year
2042 Bypass Detour
2 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
32065 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
100ft.-100ft.-80ft.-95ft. STEEL BEAM SPANS, 0 DEG SK, 32ft. CLR RDY, TR-3 PARAPETS Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:23:02 Longitude
-97:11:42 I257A
0 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
LUTHER ROAD Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
32065 Vault Link
http://plansrv1/bridgemaintvault/b32065 GIS FO/SD
Meets Standards H Inv. Method
31.4 Latitude DD
35.383889 Longitude DD
-97.195 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
31820 x
-10819697.9076522 y
4216173.27733754 |
|||||||||||||||||||||||||||||||||||||
| 32064 | 5590T1049WX | 32064 | — | KICKAPOO TP | LUTHER ROAD UNDER | 3 SPAN PLATE GIRDER | 2020 | 35.534511 | -97.194839 | 435 | 41 | — | 3 | 45 | 2 | 38 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 93.6 | Excellent (9) | Very good (8) | Excellent (9) | Excellent (9) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 02 - Principal Arterial Other (Rural) | M | 5000 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
31819 BRKEY
32064 NBI No.
32064 On Under
1 Structure No.
5590T1049WX Control No.
090 Lane Ind.
W Milepoint
10490 Facility Carried
KICKAPOO TP Feature Intersected
LUTHER ROAD UNDER Division
04 County
109 Location
7.5 S TURNER TP Sufficiency
93.6 Kind Hwy
8 Level Service
1 Route No.
00335 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
38 Bridge System
M Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
2020 ADT Total
5000 ADT Year
2022 Design Load
H 20 Skew
45 No. Main Spans
3 Road Width
38 Ref. Underclearance Rt.
H Underclearance Right
20 Underclearance Left
20 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
42 Span Type Main
M Material
4 - Steel Continuous Design
02 Length
435 Deck Width
41 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
8 Super Rating
9 Sub Rating
9 Chan. Rating
N Culv. Rating
N Structure Rating
9 Deck Geometry
5 Underclearance
9 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
95.9 HS Inv. Rating Method
3 HS Inv. Method
57.5 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
15000 Future ADT Year
2042 Bypass Detour
1 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
80 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
32064 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3 SPAN PLATE GIRDER Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:32:04.24 Longitude
-97:11:41.42 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
5590 1049 WX Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
140.58W NBI Text
32064 Vault Link
http://plansrv1/bridgemaintvault/b32064 GIS FO/SD
Meets Standards H Inv. Method
54.7 Latitude DD
35.534511 Longitude DD
-97.194839 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
31819 x
-10819679.9852142 y
4236758.3978499 |
|||||||||||||||||||||||||||||||||||||
| 32063 | 5590T1049EX | 32063 | — | KICKAPOO TP | LUTHER ROAD UNDER | 123ft.-188ft.-123ft. STEEL I-GIRDER BRIDGE WITH 61 DEG 3ft. 53in. SK RIGHT FORWARD, 38ft.-0in. CLR RDWY AND 42in. F-SHAPED PARAPETS 3 CONTIN STEEL PLATE GIRDERS | 2020 | 35.534511 | -97.194839 | 435 | 41 | — | 3 | 45 | 2 | 38 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 91 | Excellent (9) | Very good (8) | Excellent (9) | Excellent (9) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | M | 5000 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
31818 BRKEY
32063 NBI No.
32063 On Under
1 Structure No.
5590T1049EX Control No.
090 Lane Ind.
E Milepoint
10490 Facility Carried
KICKAPOO TP Feature Intersected
LUTHER ROAD UNDER Division
04 County
109 Location
7.5 S TURNER TP Sufficiency
91 Kind Hwy
8 Level Service
1 Route No.
00335 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
38 Bridge System
M Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
2020 ADT Total
5000 ADT Year
2022 Design Load
H 20 Skew
45 No. Main Spans
3 Road Width
38 Ref. Underclearance Rt.
H Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
42 Span Type Main
M Material
3 - Steel Design
02 Length
435 Deck Width
41 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
8 Super Rating
9 Sub Rating
9 Chan. Rating
N Culv. Rating
N Structure Rating
9 Deck Geometry
6 Underclearance
3 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
95.9 HS Inv. Rating Method
3 HS Inv. Method
57.5 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
15000 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
80 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
32063 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
123ft.-188ft.-123ft. STEEL I-GIRDER BRIDGE WITH 61 DEG 3ft. 53in. SK RIGHT FORWARD, 38ft.-0in. CLR RDWY AND 42in. F-SHAPED PARAPETS 3 CONTIN STEEL PLATE GIRDERS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:32:04.24 Longitude
-97:11:41.42 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
KICKAPOO TURNPIKE Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
140.58E NBI Text
32063 Vault Link
http://plansrv1/bridgemaintvault/b32063 GIS FO/SD
FO H Inv. Method
54.7 Latitude DD
35.534511 Longitude DD
-97.194839 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
31818 x
-10819679.9852142 y
4236758.3978499 |
|||||||||||||||||||||||||||||||||||||
| 31967 | 1406 0840 X | 31967 | — | 34TH ST. | I-35 UNDER | 4-100 ft. PC BEAM BRIDGE, 0 SKEW , 62.0 ft CLR. RDY,, 10 ft.8 in. SIDEWALK AND CONCRETE PARAPETS W/ ORNAMENTAL FENCE | 2019 | 35.305278 | -97.49 | 401.008 | 76 | — | 4 | 0 | 4 | 62 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 93.7 | Excellent (9) | Very good (8) | Excellent (9) | Excellent (9) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | A | 15930 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
31812 BRKEY
31967 NBI No.
31967 On Under
1 Structure No.
1406 0840 X Control No.
Lane Ind.
Milepoint
Facility Carried
34TH ST. Feature Intersected
I-35 UNDER Division
03 County
027 Location
2 S OF CT S.H. 37 Sufficiency
93.7 Kind Hwy
5 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
1 Vertical Clearance
_ Horizontal Clearance
62 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2019 ADT Total
15930 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
4 Road Width
62 Ref. Underclearance Rt.
H Underclearance Right
9.84 Underclearance Left
13.78 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
62 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
401.008 Deck Width
76 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
0 Deck Rating
8 Super Rating
9 Sub Rating
9 Chan. Rating
N Culv. Rating
N Structure Rating
9 Deck Geometry
6 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
75.7 HS Inv. Rating Method
3 HS Inv. Method
46.7 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
20710 Future ADT Year
2042 Bypass Detour
1.864114 School Bus Rte.
Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
31967 ODOT County
14 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
10.7 Rt. Curb SW
0 Description
4-100 ft. PC BEAM BRIDGE, 0 SKEW , 62.0 ft CLR. RDY,, 10 ft.8 in. SIDEWALK AND CONCRETE PARAPETS W/ ORNAMENTAL FENCE Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:18:19 Longitude
-97:29:24 I257A
0 I257B
1 I257C
1 I257D
1 I257E
1 I263
Roadway Name
34TH STREET Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
31967 Vault Link
http://plansrv1/bridgemaintvault/b31967 GIS FO/SD
Meets Standards H Inv. Method
46.6 Latitude DD
35.305278 Longitude DD
-97.49 ODOT County Number
14 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
31812 x
-10852537.1574362 y
4205444.98277394 |
|||||||||||||||||||||||||||||||||||||
| 31871 | 6702 0880 X | 31871 | — | U.S. 270 | UP R.R. UNDER | 85ft.-70ft.-85ft. TYPE IV PC BEAMS SPAN, SK 22 LF WITH 68ft.-0in. CLR RDY AND F-SHAPED RAILS | 2023 | 35.173889 | -96.580556 | 242 | 68 | — | 3 | 22 | 4 | 68 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97 | Excellent (9) | Very good (8) | Excellent (9) | Excellent (9) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 6900 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
31806 BRKEY
31871 NBI No.
31871 On Under
1 Structure No.
6702 0880 X Control No.
002 Lane Ind.
Milepoint
08800 Facility Carried
U.S. 270 Feature Intersected
UP R.R. UNDER Division
03 County
133 Location
6.6 SE JCT S.H. 3 Sufficiency
97 Kind Hwy
2 Level Service
1 Route No.
00270 Service Type On
1 Service Type Off
2 Vertical Clearance
_ Horizontal Clearance
68 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
2023 ADT Total
6900 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
22 No. Main Spans
3 Road Width
68 Ref. Underclearance Rt.
R Underclearance Right
12 Underclearance Left
12 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
68 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
242 Deck Width
68 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
8 Super Rating
9 Sub Rating
9 Chan. Rating
N Culv. Rating
N Structure Rating
9 Deck Geometry
9 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
6 HS Operating Rating Method
3 HS Operating Rating
86.4 HS Inv. Rating Method
3 HS Inv. Method
59 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
9166 Future ADT Year
2042 Bypass Detour
3.728227 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
31871 ODOT County
67 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
85ft.-70ft.-85ft. TYPE IV PC BEAMS SPAN, SK 22 LF WITH 68ft.-0in. CLR RDY AND F-SHAPED RAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:10:26 Longitude
-96:34:50 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
U.S. 270 Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
31871 Vault Link
http://plansrv1/bridgemaintvault/b31871 GIS FO/SD
Meets Standards H Inv. Method
58.9 Latitude DD
35.173889 Longitude DD
-96.580556 ODOT County Number
67 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
31806 x
-10751298.3144512 y
4187537.14533172 |
|||||||||||||||||||||||||||||||||||||
| 31870 | 6702 0894 X | 31870 | — | U.S. 270 | WEWOKA CREEK | 105ft.-125ft.-105ft. TYPE J PC BEAMS, SK 30 LF WITH 68ft.-0in. CLR RDY AND F-SHAPED RAILS | 2023 | 35.171944 | -96.578333 | 464 | 68 | — | 4 | 30 | 4 | 68 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98.1 | Very good (8) | Very good (8) | Excellent (9) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 6900 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
31805 BRKEY
31870 NBI No.
31870 On Under
1 Structure No.
6702 0894 X Control No.
002 Lane Ind.
Milepoint
08940 Facility Carried
U.S. 270 Feature Intersected
WEWOKA CREEK Division
03 County
133 Location
6.7 SE JCT S.H. 3 Sufficiency
98.1 Kind Hwy
2 Level Service
1 Route No.
00270 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
68 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
2023 ADT Total
6900 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
30 No. Main Spans
4 Road Width
68 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
68 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
464 Deck Width
68 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
8 Super Rating
9 Sub Rating
8 Chan. Rating
9 Culv. Rating
N Structure Rating
8 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
6 HS Operating Rating Method
3 HS Operating Rating
88.6 HS Inv. Rating Method
3 HS Inv. Method
57.7 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
9600 Future ADT Year
2042 Bypass Detour
3.728227 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
31870 ODOT County
67 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
105ft.-125ft.-105ft. TYPE J PC BEAMS, SK 30 LF WITH 68ft.-0in. CLR RDY AND F-SHAPED RAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:10:19 Longitude
-96:34:42 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
U.S. 270 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
31870 Vault Link
http://plansrv1/bridgemaintvault/b31870 GIS FO/SD
Meets Standards H Inv. Method
57.6 Latitude DD
35.171944 Longitude DD
-96.578333 ODOT County Number
67 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
31805 x
-10751050.8512232 y
4187272.2666538 |
|||||||||||||||||||||||||||||||||||||
| 31869 | 6744 0430 X | 31869 | — | S.H. 9 A | MUD CREEK | 3-16ft x 15ft x 82ft CLEAR RDWY. R.C. BOX NO SKEW | 2018 | 35.02277778 | -96.7575 | 52.17 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 99.5 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 980 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
31804 BRKEY
31869 NBI No.
31869 On Under
1 Structure No.
6744 0430 X Control No.
044 Lane Ind.
Milepoint
04300 Facility Carried
S.H. 9 A Feature Intersected
MUD CREEK Division
03 County
133 Location
4.3 MI. N JCT S.H. 39 Sufficiency
99.5 Kind Hwy
3 Level Service
1 Route No.
0009A Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
22 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
980 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
2 Fill RCB
3 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
52.17 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
7 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
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
1455 Future ADT Year
2042 Bypass Detour
6.2 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
31869 ODOT County
67 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
3-16ft x 15ft x 82ft CLEAR RDWY. R.C. BOX NO SKEW Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:01:22 Longitude
-96:45:27 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 9A Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
31869 Vault Link
http://plansrv1/bridgemaintvault/b31869 GIS FO/SD
Meets Standards H Inv. Method
65.4 Latitude DD
35.02277778 Longitude DD
-96.7575 ODOT County Number
67 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
31804 x
-10770995.6304302 y
4166976.98437185 |
|||||||||||||||||||||||||||||||||||||
| 32059 | 5590T0950EX | 32059 | — | KICKAPOO TP | BRITTON ROAD UNDER | 3-TYPI III PCB SPANS | 2020 | 35.565239 | -97.205461 | 205 | 41 | — | 3 | 0 | 2 | 38 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.6 | Excellent (9) | Very good (8) | Excellent (9) | Excellent (9) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 02 - Principal Arterial Other (Rural) | M | 5000 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
31796 BRKEY
32059 NBI No.
32059 On Under
1 Structure No.
5590T0950EX Control No.
090 Lane Ind.
E Milepoint
09500 Facility Carried
KICKAPOO TP Feature Intersected
BRITTON ROAD UNDER Division
04 County
109 Location
6 S OF TURNER TP Sufficiency
97.6 Kind Hwy
8 Level Service
1 Route No.
00335 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
38 Bridge System
M Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
2020 ADT Total
5000 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
4 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
205 Deck Width
41 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
8 Super Rating
9 Sub Rating
9 Chan. Rating
N Culv. Rating
N Structure Rating
9 Deck Geometry
5 Underclearance
5 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
65.8 HS Inv. Rating Method
3 HS Inv. Method
39.5 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
15000 Future ADT Year
2042 Bypass Detour
1 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
80 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
32059 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-TYPI III PCB SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:33:54.86 Longitude
-97:12:19.66 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
E OKLA CO TP Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
143.36E NBI Text
32059 Vault Link
http://plansrv1/bridgemaintvault/b32059 GIS FO/SD
Meets Standards H Inv. Method
37.5 Latitude DD
35.565239 Longitude DD
-97.205461 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
31796 x
-10820862.4208454 y
4240962.6561331 |
|||||||||||||||||||||||||||||||||||||
| 32058 | 5590T0950WX | 32058 | — | KICKAPOO TP | BRITTON ROAD UNDER | 3- TYPE IV PCB SPANS | 2020 | 35.565239 | -97.205461 | 205 | 41 | — | 3 | 0 | 2 | 38 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95 | Excellent (9) | Very good (8) | Excellent (9) | Excellent (9) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 02 - Principal Arterial Other (Rural) | M | 5000 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
31795 BRKEY
32058 NBI No.
32058 On Under
1 Structure No.
5590T0950WX Control No.
090 Lane Ind.
W Milepoint
09500 Facility Carried
KICKAPOO TP Feature Intersected
BRITTON ROAD UNDER Division
04 County
109 Location
6 S OF TURNER TP Sufficiency
95 Kind Hwy
8 Level Service
1 Route No.
00335 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
38 Bridge System
M Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
2020 ADT Total
5000 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
38 Ref. Underclearance Rt.
N Underclearance Right
20 Underclearance Left
20 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
205 Deck Width
41 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
8 Super Rating
9 Sub Rating
9 Chan. Rating
N Culv. Rating
N Structure Rating
9 Deck Geometry
7 Underclearance
9 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
65.8 HS Inv. Rating Method
3 HS Inv. Method
39.5 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
15000 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
80 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
32058 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3- TYPE IV PCB SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:33:54.86 Longitude
-97:12:19.66 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
E OKLA CO TP Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
143.36W NBI Text
32058 Vault Link
http://plansrv1/bridgemaintvault/b32058 GIS FO/SD
Meets Standards H Inv. Method
37.5 Latitude DD
35.565239 Longitude DD
-97.205461 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
31795 x
-10820862.4208454 y
4240962.6561331 |
|||||||||||||||||||||||||||||||||||||
| 32057 | 5590T1050WX | 32057 | — | KICKAPOO TP | NE 63RD UNDER | 82ft.-106ft.-82ft. PC BEAM BRIDGE WITH 28 DEG SK LEFT FWD, 38ft. CLR RDY AND 42in. F-SHAPED PARAPETS | 2019 | 35.536069 | -97.195931 | 268.5 | 40.01 | — | 3 | 28 | 2 | 38 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 100 | Excellent (9) | Excellent (9) | Excellent (9) | Excellent (9) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | M | 5000 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
31794 BRKEY
32057 NBI No.
32057 On Under
1 Structure No.
5590T1050WX Control No.
090 Lane Ind.
W Milepoint
10500 Facility Carried
KICKAPOO TP Feature Intersected
NE 63RD UNDER Division
04 County
109 Location
7.5 S OF TURNER TP Sufficiency
100 Kind Hwy
8 Level Service
1 Route No.
00335 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
38 Bridge System
M Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
2019 ADT Total
5000 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
28 No. Main Spans
3 Road Width
38 Ref. Underclearance Rt.
H Underclearance Right
31.08 Underclearance Left
31.08 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
38 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
268.5 Deck Width
40.01 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
0 Deck Rating
9 Super Rating
9 Sub Rating
9 Chan. Rating
N Culv. Rating
N Structure Rating
9 Deck Geometry
6 Underclearance
9 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
7 HS Operating Rating Method
3 HS Operating Rating
60.8 HS Inv. Rating Method
3 HS Inv. Method
36.5 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
15000 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
Posted Weight
NR Posted Speed Limit
80 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
32057 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
82ft.-106ft.-82ft. PC BEAM BRIDGE WITH 28 DEG SK LEFT FWD, 38ft. CLR RDY AND 42in. F-SHAPED PARAPETS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:32:09.85 Longitude
-97:11:45.35 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
E OKLA CO TP Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
141.24 W NBI Text
32057 Vault Link
http://plansrv1/bridgemaintvault/b32057 GIS FO/SD
Meets Standards H Inv. Method
34.7 Latitude DD
35.536069 Longitude DD
-97.195931 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
31794 x
-10819801.5460982 y
4236971.52734539 |
|||||||||||||||||||||||||||||||||||||
| 32056 | 5590T1050EX | 32056 | — | KICKAPOO TP | N.E. 63RD UNDER | 3-TYPE IV PCB SPANS | 2020 | 35.536069 | -97.195931 | 268.5 | 41 | — | 3 | 30 | 4 | 24 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 81 | Excellent (9) | Excellent (9) | Excellent (9) | Excellent (9) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | M | 5000 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
31793 BRKEY
32056 NBI No.
32056 On Under
1 Structure No.
5590T1050EX Control No.
090 Lane Ind.
E Milepoint
10500 Facility Carried
KICKAPOO TP Feature Intersected
N.E. 63RD UNDER Division
04 County
109 Location
7.5 S TURNER TP Sufficiency
81 Kind Hwy
8 Level Service
1 Route No.
00000 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
32.02 Bridge System
M Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
2020 ADT Total
5000 ADT Year
2022 Design Load
H 20 Skew
30 No. Main Spans
3 Road Width
24 Ref. Underclearance Rt.
H Underclearance Right
20 Underclearance Left
20 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
36 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
268.5 Deck Width
41 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
9 Super Rating
9 Sub Rating
9 Chan. Rating
N Culv. Rating
N Structure Rating
9 Deck Geometry
2 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
81.8 HS Inv. Rating Method
3 HS Inv. Method
49.1 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
15000 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
80 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
32056 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-TYPE IV PCB SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:32:09.85 Longitude
-97:11:45.35 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
E OKLA CO TP Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
141.24E NBI Text
32056 Vault Link
http://plansrv1/bridgemaintvault/b32056 GIS FO/SD
FO H Inv. Method
46.6 Latitude DD
35.536069 Longitude DD
-97.195931 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
31793 x
-10819801.5460982 y
4236971.52734539 |
|||||||||||||||||||||||||||||||||||||
| 32055 | 5590T1000 X | 32055 | — | WILSHIRE BLVD. | KICKAPOO TP UNDER | 4-86ft. TYPE IV PCB SPANS | 2019 | 35.550719 | -97.2041 | 344 | 34.1 | — | 4 | 0 | 2 | 32 | 5 - Prestressed Concrete | Girder and Floorbeam System (03) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95 | Excellent (9) | Excellent (9) | Excellent (9) | Excellent (9) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 09 - Local (Rural) | M | 1500 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
31792 BRKEY
32055 NBI No.
32055 On Under
1 Structure No.
5590T1000 X Control No.
090 Lane Ind.
Milepoint
10000 Facility Carried
WILSHIRE BLVD. Feature Intersected
KICKAPOO TP UNDER Division
04 County
109 Location
7 S I-44 Sufficiency
95 Kind Hwy
5 Level Service
1 Route No.
00335 Service Type On
1 Service Type Off
1 Vertical Clearance
_ Horizontal Clearance
32 Bridge System
M Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
09 - Local (Rural) Year Built
2019 ADT Total
1500 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
4 Road Width
32 Ref. Underclearance Rt.
H Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
32 Span Type Main
M Material
5 - Prestressed Concrete Design
03 Length
344 Deck Width
34.1 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
9 Super Rating
9 Sub Rating
9 Chan. Rating
N Culv. Rating
N Structure Rating
9 Deck Geometry
5 Underclearance
3 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
95.9 HS Inv. Rating Method
3 HS Inv. Method
57.5 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
2000 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NO Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
32055 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
4-86ft. TYPE IV PCB SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:33:02.59 Longitude
-97:12:14.76 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
WILSHIRE BLVD Scour
N Design Structure
3 - Girder and Floorbeam System FOSD
Functionally Obsolete Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
142.34 NBI Text
32055 Vault Link
http://plansrv1/bridgemaintvault/b32055 GIS FO/SD
FO H Inv. Method
54.7 Latitude DD
35.550719 Longitude DD
-97.2041 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
7 Rural/Urban
Rural ARC_ID_NUM
31792 x
-10820710.9150184 y
4238975.8037323 |
|||||||||||||||||||||||||||||||||||||
| 31865 | 1216 0124 X | 31865 | — | S.H. 109 | HORSE CREEK | 3-53ft.-87ft.-53ft. PCB X 30 DEG RF | 2018 | 33.909939 | -95.475833 | 192 | 42 | — | 3 | 30 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98.4 | Good (7) | Excellent (9) | Excellent (9) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 420 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
31782 BRKEY
31865 NBI No.
31865 On Under
1 Structure No.
1216 0124 X Control No.
016 Lane Ind.
Milepoint
01240 Facility Carried
S.H. 109 Feature Intersected
HORSE CREEK Division
02 County
023 Location
1.4 E JCT U.S. 271 Sufficiency
98.4 Kind Hwy
3 Level Service
1 Route No.
00109 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
420 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
192 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.
1 Deck Rating
9 Super Rating
9 Sub Rating
8 Chan. Rating
9 Culv. Rating
N Structure Rating
7 Deck Geometry
8 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
68 HS Inv. Rating Method
3 HS Inv. Method
33 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
672 Future ADT Year
2042 Bypass Detour
11.806053 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
31865 ODOT County
12 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
1.25 Rt. Curb SW
1.25 Description
3-53ft.-87ft.-53ft. PCB X 30 DEG RF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
33:54:35.78 Longitude
-95:28:33 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 109 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
22 NBI Text
31865 Vault Link
http://plansrv1/bridgemaintvault/b31865 GIS FO/SD
Meets Standards H Inv. Method
32 Latitude DD
33.909939 Longitude DD
-95.475833 ODOT County Number
12 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
31782 x
-10628321.1126236 y
4016715.43541905 |
|||||||||||||||||||||||||||||||||||||
| 31862 | 1937T3072 X | 31862 | — | TURNER TP (I-44) | EUCHEE CREEK | 50ft.-70ft.-50ft. TYPE III PCB SPANS, 73ft.-5 1/2in. RDY, SKEW 0 DEG, F-SHAPED PARAPETS | 2018 | 35.998 | -96.161 | 172 | 152 | — | 3 | 0 | 6 | 58 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 65.2 | Very good (8) | Excellent (9) | Excellent (9) | Very good (8) | Not applicable (N) | 31 - State Toll Authority | 31 - State Toll Authority | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | T | 31300 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
31779 BRKEY
31862 NBI No.
31862 On Under
1 Structure No.
1937T3072 X Control No.
037 Lane Ind.
Milepoint
30720 Facility Carried
TURNER TP (I-44) Feature Intersected
EUCHEE CREEK Division
08 County
037 Location
77.8 NE JCT I-35 Sufficiency
65.2 Kind Hwy
8 Level Service
1 Route No.
00044 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
82 Bridge System
T Owner
31 - State Toll Authority Custodian
31 - State Toll Authority Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
2018 ADT Total
31300 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
58 Ref. Underclearance Rt.
N Underclearance Right
99.9 Underclearance Left
99.9 Deck Structure Type
1 No. Lanes
6 Fill RCB
Appr. Roadway Width
153 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
172 Deck Width
152 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
0 Deck Rating
9 Super Rating
9 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
2 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
65.5 HS Inv. Rating Method
3 HS Inv. Method
50.4 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
50080 Future ADT Year
2042 Bypass Detour
61.515748 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
80 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
31862 ODOT County
19 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
Nav. VC
0 Bridge Med.
3 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
50ft.-70ft.-50ft. TYPE III PCB SPANS, 73ft.-5 1/2in. RDY, SKEW 0 DEG, F-SHAPED PARAPETS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:59:52 Longitude
-96:09:40 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
TURNER TP (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
77.80 NBI Text
31862 Vault Link
http://plansrv1/bridgemaintvault/b31862 GIS FO/SD
FO H Inv. Method
50.4 Latitude DD
35.998 Longitude DD
-96.161 ODOT County Number
19 Maint. Dist.
8 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
31779 x
-10704593.554172 y
4300346.17861813 |