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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| 30004 | 7610 1616 X | 30004 | — | U.S. 281 | UNNAMED CREEK | -1 | 1-100ft. TYPE IV PCB SPANS, 40ft. CLEAR RDY | 2013 | 36.594444 | -98.699444 | 100.499 | 42.598 | — | 1 | 0 | 2 | 40.299 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 90.8 | Very good (8) | Satisfactory (6) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 1200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30370 BRKEY
30004 NBI No.
30004 On Under
1 Structure No.
7610 1616 X Control No.
010 Lane Ind.
Milepoint
16160 Facility Carried
U.S. 281 Feature Intersected
UNNAMED CREEK Division
06 County
151 Location
1.4 W JCT S.H. 45 Sufficiency
90.8 Kind Hwy
2 Level Service
1 Route No.
00281 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40.299 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
2013 ADT Total
1200 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
1 Road Width
40.299 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
42.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
100.499 Deck Width
42.598 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
6 Super Rating
8 Sub Rating
8 Chan. Rating
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
76.4 HS Inv. Rating Method
3 HS Inv. Method
40.4 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1920 Future ADT Year
2042 Bypass Detour
42.299998 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
30004 ODOT County
76 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
1-100ft. TYPE IV PCB SPANS, 40ft. CLEAR RDY Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
98.6611 Latitude
36:35:40 Longitude
-98:41:58 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 281 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
30004 Vault Link
http://plansrv1/bridgemaintvault/b30004 GIS FO/SD
Meets Standards H Inv. Method
40.3 Latitude DD
36.594444 Longitude DD
-98.699444 ODOT County Number
76 Maint. Dist.
6 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
30370 x
-10987171.8476592 y
4382727.26805036 |
|||||||||||||||||||||||||||||||||||||
| 30198 | 1904 0084WX | 30198 | — | S.H. 66 WB | SAND CREEK | -1 | 62.45 FT. X 95 FT. X 62.45 FT. I BEAM | 2013 | 35.842936 | -96.389392 | 219.9 | 40.161 | — | 3 | 45 | 2 | 37.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 96.1 | Satisfactory (6) | Good (7) | Excellent (9) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 4600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30360 BRKEY
30198 NBI No.
30198 On Under
1 Structure No.
1904 0084WX Control No.
004 Lane Ind.
W Milepoint
00840 Facility Carried
S.H. 66 WB Feature Intersected
SAND CREEK Division
08 County
037 Location
.8 N OF JCT S.H. 48 Sufficiency
96.1 Kind Hwy
3 Level Service
1 Route No.
00066 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
37.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2013 ADT Total
4600 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
45 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
3 - Steel Design
02 Length
219.9 Deck Width
40.161 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
9 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
39 HS Inv. Rating Method
3 HS Inv. Method
30 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
7360 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
30198 ODOT County
19 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
62.45 FT. X 95 FT. X 62.45 FT. I BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
97.7647 Latitude
35:50:34.57 Longitude
-96:23:21.81 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 66 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
30198 Vault Link
http://plansrv1/bridgemaintvault/b30198 GIS FO/SD
Meets Standards H Inv. Method
29 Latitude DD
35.842936 Longitude DD
-96.389392 ODOT County Number
19 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
30360 x
-10730018.0353132 y
4279031.07396467 |
|||||||||||||||||||||||||||||||||||||
| 30197 | 1904 0084EX | 30197 | — | S.H. 66 EB | SAND CREEK | -1 | 62.45FT. X 95 FT. X 62.45 FT. I-BEAM | 2014 | 35.84267222 | -96.38930278 | 219.9 | 40.161 | — | 3 | 45 | 2 | 37.999 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 96.1 | Satisfactory (6) | Good (7) | Excellent (9) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 4600 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30359 BRKEY
30197 NBI No.
30197 On Under
1 Structure No.
1904 0084EX Control No.
004 Lane Ind.
E Milepoint
00840 Facility Carried
S.H. 66 EB Feature Intersected
SAND CREEK Division
08 County
037 Location
.8 N JCT S.H. 48 Sufficiency
96.1 Kind Hwy
3 Level Service
1 Route No.
00066 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
37.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2014 ADT Total
4600 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
45 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
3 - Steel Design
02 Length
219.9 Deck Width
40.161 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
9 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
6 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
39 HS Inv. Rating Method
3 HS Inv. Method
30 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
7360 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
30197 ODOT County
19 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
62.45FT. X 95 FT. X 62.45 FT. I-BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.2885 Latitude
35:50:33.62 Longitude
-96:23:21.49 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 66 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
30197 Vault Link
http://plansrv1/bridgemaintvault/b30197 GIS FO/SD
Meets Standards H Inv. Method
29 Latitude DD
35.84267222 Longitude DD
-96.38930278 ODOT County Number
19 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
30359 x
-10730008.1033883 y
4278994.85031279 |
|||||||||||||||||||||||||||||||||||||
| 30196 | 1806 0349SX | 30196 | — | U.S. 60 E.B. | BIG CABIN CREEK | -1 | 100ft.X100ft.X100ft. TYPE IV PCB 38ft.CL.RDWY.W/TR-4 RAIL | 2012 | 36.62666667 | -95.175 | 303.999 | 40 | — | 3 | 45 | 2 | 37.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 100 | Very good (8) | Very good (8) | Excellent (9) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 3700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30358 BRKEY
30196 NBI No.
30196 On Under
1 Structure No.
1806 0349SX Control No.
006 Lane Ind.
S Milepoint
03490 Facility Carried
U.S. 60 E.B. Feature Intersected
BIG CABIN CREEK Division
08 County
035 Location
3.7 E JCT S.H. 66 Sufficiency
100 Kind Hwy
2 Level Service
1 Route No.
00060 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
37.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
2012 ADT Total
3700 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
45 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
303.999 Deck Width
40 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
8 Super Rating
9 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
77 HS Inv. Rating Method
3 HS Inv. Method
36 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
5920 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
30196 ODOT County
18 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
100ft.X100ft.X100ft. TYPE IV PCB 38ft.CL.RDWY.W/TR-4 RAIL Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.6767 Latitude
36:37:36 Longitude
-95:10:30 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 60 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
30196 Vault Link
http://plansrv1/bridgemaintvault/b30196 GIS FO/SD
Meets Standards H Inv. Method
35 Latitude DD
36.62666667 Longitude DD
-95.175 ODOT County Number
18 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
30358 x
-10594832.5362498 y
4387195.90796145 |
|||||||||||||||||||||||||||||||||||||
| 30098 | 0846 0197 X | 30098 | — | S.H. 19 | UNNAMED CREEK | -1 | 3-14ft. X 8ft. X 94ft. RCB W/6ft. CUR. WALLS 12.5 DEGREE SKEW RF | 2013 | 34.89944444 | -98.60027778 | 44.029 | 0 | — | 3 | 12 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 99.7 | 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 | 1200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30356 BRKEY
30098 NBI No.
30098 On Under
1 Structure No.
0846 0197 X Control No.
046 Lane Ind.
Milepoint
01970 Facility Carried
S.H. 19 Feature Intersected
UNNAMED CREEK Division
07 County
015 Location
1.97 E OF KIOWA C/L Sufficiency
99.7 Kind Hwy
3 Level Service
1 Route No.
00019 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40.03 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2013 ADT Total
1200 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
12 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
5 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
44.029 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
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
60 HS Inv. Rating Method
3 HS Inv. Method
36 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1920 Future ADT Year
2042 Bypass Detour
3.17 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
30098 ODOT County
08 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
3-14ft. X 8ft. X 94ft. RCB W/6ft. CUR. WALLS 12.5 DEGREE SKEW RF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
34:53:58 Longitude
-98:36:01 I257A
C I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 19 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
92 NBI Text
30098 Vault Link
http://plansrv1/bridgemaintvault/b30098 GIS FO/SD
Meets Standards H Inv. Method
36 Latitude DD
34.89944444 Longitude DD
-98.60027778 ODOT County Number
8 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
30356 x
-10976132.7145449 y
4150224.42764142 |
|||||||||||||||||||||||||||||||||||||
| 30097 | 0602 1029SX | 30097 | — | U.S. 270 | N. CANADIAN RIVER | -1 | 70ft., 4-100ft., 70ft. P.C. BM. SPANS 38.0ft. CL. RDY. W/TR4 RAIL | 2012 | 35.84124444 | -98.4647 | 541.699 | 40 | — | 6 | 0 | 2 | 38.002 | 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 | 02 - Principal Arterial Other (Rural) | C | 3000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30355 BRKEY
30097 NBI No.
30097 On Under
1 Structure No.
0602 1029SX Control No.
002 Lane Ind.
S Milepoint
10290 Facility Carried
U.S. 270 Feature Intersected
N. CANADIAN RIVER Division
05 County
011 Location
10.3 E OF DEWEY C/L Sufficiency
94 Kind Hwy
2 Level Service
1 Route No.
00270 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
38.002 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
2012 ADT Total
3000 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
6 Road Width
38.002 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
541.699 Deck Width
40 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
5 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
9 HS Operating Rating Method
3 HS Operating Rating
72 HS Inv. Rating Method
3 HS Inv. Method
39 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
4800 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
70 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
30097 ODOT County
06 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
70ft., 4-100ft., 70ft. P.C. BM. SPANS 38.0ft. CL. RDY. W/TR4 RAIL Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
35:50:28.48 Longitude
-98:27:52.92 I257A
1 I257B
1 I257C
1 I257D
0 I257E
1 I263
0 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
-1 NBI Text
30097 Vault Link
http://plansrv1/bridgemaintvault/b30097 GIS FO/SD
Meets Standards H Inv. Method
38 Latitude DD
35.84124444 Longitude DD
-98.4647 ODOT County Number
6 Maint. Dist.
5 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
30355 x
-10961040.2651124 y
4278798.78217194 |
|||||||||||||||||||||||||||||||||||||
| 30096 | 5914 1566 X | 30096 | — | S.H. 18 | ARKANSAS RIVER | -1 | 1-110ft., 2-150ft., 5-205ft. PL. GR. SPANS X 40ft. CLR. | 2015 | 36.50333333 | -96.73 | 1435 | 42 | — | 5 | 0 | 2 | 40 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95.6 | 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 | 1400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30354 BRKEY
30096 NBI No.
30096 On Under
1 Structure No.
5914 1566 X Control No.
014 Lane Ind.
Milepoint
15660 Facility Carried
S.H. 18 Feature Intersected
ARKANSAS RIVER Division
08 County
117 Location
PAWNEE / OSAGE CO. LINE Sufficiency
95.6 Kind Hwy
3 Level Service
1 Route No.
00018 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
2015 ADT Total
1400 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
5 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
3 - Steel Design
02 Length
1435 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
8 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
1 HS Operating Rating
71.3 HS Inv. Rating Method
1 HS Inv. Method
42.7 H Operating Rating
1 H Inv. Rating Method
3 Future ADT
2240 Future ADT Year
2042 Bypass Detour
40.000002 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
35 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
30096 ODOT County
59 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
1-110ft., 2-150ft., 5-205ft. PL. GR. SPANS X 40ft. CLR. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
96.6874 Latitude
36:30:12 Longitude
-96:43:48 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 18 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
30096 Vault Link
http://plansrv1/bridgemaintvault/b30096 GIS FO/SD
Meets Standards H Inv. Method
23.7 Latitude DD
36.50333333 Longitude DD
-96.73 ODOT County Number
59 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
30354 x
-10767934.3444333 y
4370102.12589985 |
|||||||||||||||||||||||||||||||||||||
| 30290 | 5212 0958 X | 30290 | — | S.H. 156 | DEADMAN CREEK | -1 | (2) -12ft. X 7ft. RCB | 2015 | 36.5823 | -97.1394 | 23.999 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 99.1 | 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 | 640 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30344 BRKEY
30290 NBI No.
30290 On Under
1 Structure No.
5212 0958 X Control No.
012 Lane Ind.
Milepoint
09580 Facility Carried
S.H. 156 Feature Intersected
DEADMAN CREEK Division
04 County
103 Location
.8 S OF KAY C/L Sufficiency
99.1 Kind Hwy
3 Level Service
1 Route No.
00156 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
73.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2015 ADT Total
640 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
4 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
23.999 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
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
99.98 HS Inv. Rating Method
3 HS Inv. Method
99.98 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1024 Future ADT Year
2042 Bypass Detour
19 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
30290 ODOT County
52 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(2) -12ft. X 7ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
36:34:56.28 Longitude
-97:08:21.84 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 156 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
30290 Vault Link
http://plansrv1/bridgemaintvault/b30290 GIS FO/SD
Meets Standards H Inv. Method
99.98 Latitude DD
36.5823 Longitude DD
-97.1394 ODOT County Number
52 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
30344 x
-10813508.5439641 y
4381043.6223318 |
|||||||||||||||||||||||||||||||||||||
| 30289 | 5202 0130 X | 30289 | — | S.H. 164 | E. WARREN CREEK | -1 | 2-10ft. X 8ft. X 115ft. RCB W/ 4ft. ADDTft.L C/WALLS | 2014 | 36.27486389 | -97.43846111 | 21.001 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 99.9 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 620 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30343 BRKEY
30289 NBI No.
30289 On Under
1 Structure No.
5202 0130 X Control No.
002 Lane Ind.
Milepoint
01300 Facility Carried
S.H. 164 Feature Intersected
E. WARREN CREEK Division
04 County
103 Location
1.0 MI E OF LUCIEN Sufficiency
99.9 Kind Hwy
3 Level Service
1 Route No.
00164 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
99.9 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2014 ADT Total
620 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
14 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
21.001 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
8 Structure Rating
8 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
97.003 HS Inv. Rating Method
3 HS Inv. Method
74.847 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
992 Future ADT Year
2042 Bypass Detour
3.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
30289 ODOT County
52 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 8ft. X 115ft. RCB W/ 4ft. ADDTft.L C/WALLS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
36:16:29.51 Longitude
-97:26:18.46 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 164 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
30289 Vault Link
http://plansrv1/bridgemaintvault/b30289 GIS FO/SD
Meets Standards H Inv. Method
74.847 Latitude DD
36.27486389 Longitude DD
-97.43846111 ODOT County Number
52 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
30343 x
-10846799.8744454 y
4338508.42959799 |
|||||||||||||||||||||||||||||||||||||
| 30287 | 1406 0234 X | 30287 | — | FAU 9120 MAIN SPUI | I-35 UNDER | -1 | 2-85ft. P.C. BEAM SPANS X 288ft. CLR. RDWY. W/ F- SHAPED PARAPET | 2013 | 35.21805556 | -97.48527778 | 170.6 | 291.001 | — | 2 | 0 | 6 | 92.201 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 96.7 | Excellent (9) | Good (7) | Excellent (9) | Excellent (9) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 16 - Minor Arterial (Urban) | A | 70300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30341 BRKEY
30287 NBI No.
30287 On Under
1 Structure No.
1406 0234 X Control No.
Lane Ind.
Milepoint
Facility Carried
FAU 9120 MAIN SPUI Feature Intersected
I-35 UNDER Division
03 County
027 Location
2.3 N MCCLAIN C/L Sufficiency
96.7 Kind Hwy
5 Level Service
1 Route No.
00005 Service Type On
1 Service Type Off
1 Vertical Clearance
_ Horizontal Clearance
92.201 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
2013 ADT Total
70300 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
2 Road Width
92.201 Ref. Underclearance Rt.
H Underclearance Right
20 Underclearance Left
20 Deck Structure Type
1 No. Lanes
6 Fill RCB
Appr. Roadway Width
92.201 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
170.6 Deck Width
291.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
9 Sub Rating
9 Chan. Rating
N Culv. Rating
N Structure Rating
9 Deck Geometry
9 Underclearance
6 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
93 HS Inv. Rating Method
3 HS Inv. Method
58 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
112480 Future ADT Year
2042 Bypass Detour
0.621371 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
30287 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 Rt. Curb SW
10 Description
2-85ft. P.C. BEAM SPANS X 288ft. CLR. RDWY. W/ F- SHAPED PARAPET Route Flag
Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
35:13:05 Longitude
-97:29:07 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
FAU 9120 MAIN SPUI Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
30287 Vault Link
http://plansrv1/bridgemaintvault/b30287 GIS FO/SD
Meets Standards H Inv. Method
57 Latitude DD
35.21805556 Longitude DD
-97.48527778 ODOT County Number
14 Maint. Dist.
3 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
30341 x
-10852011.4823104 y
4193553.64918171 |
|||||||||||||||||||||||||||||||||||||
| 30286 | 5580 0163EX | 30286 | — | LINC BL GARDEN COV | NE 23RD STREET UNDER | -1 | 2-51ft. CONC. RIGID FRAME SPANS GARDEN TOP | 1972 | 35.49305556 | -97.50388889 | 108.333 | 100 | — | 2 | 0 | 6 | 76.001 | 1 - Concrete | Frame (07) | M | Concrete cast-in-place (1) | ! | -2 | Not applicable (N) | Good (7) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 16 - Minor Arterial (Urban) | K | 10000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30340 BRKEY
30286 NBI No.
30286 On Under
2 Structure No.
5580 0163EX Control No.
080 Lane Ind.
E Milepoint
01630 Facility Carried
LINC BL GARDEN COV Feature Intersected
NE 23RD STREET UNDER Division
04 County
109 Location
2.0 N S.H. 77H Sufficiency
-2 Kind Hwy
5 Level Service
1 Route No.
09520 Service Type On
3 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
51.598 Bridge System
K Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
16 - Minor Arterial (Urban) Year Built
1972 ADT Total
10000 ADT Year
2022 Design Load
H 10 Skew
0 No. Main Spans
2 Road Width
76.001 Ref. Underclearance Rt.
H Underclearance Right
7.549 Underclearance Left
5.548 Deck Structure Type
1 No. Lanes
6 Fill RCB
Appr. Roadway Width
76.001 Span Type Main
M Material
1 - Concrete Design
07 Length
108.333 Deck Width
100 Bridge Open Closed
! TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
N Deck Geometry
N Underclearance
4 Bridge Posting
! Waterway Adequacy
N 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
16000 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
_ Advanced Warning Sign
N Existing Posting
1508 Max Measured Clearance
1604 Min Measured Clearance
1602 NBI Rating
30286 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
9 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-51ft. CONC. RIGID FRAME SPANS GARDEN TOP Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
-1 Latitude
35:29:35 Longitude
-97:30:14 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
NE 23RD ST. UNDER Scour
N Design Structure
7 - Frame (Except Frame Culverts) FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
30286 Vault Link
http://plansrv1/bridgemaintvault/b30286 GIS FO/SD
Meets Standards H Inv. Method
0 Latitude DD
35.49305556 Longitude DD
-97.50388889 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
30340 x
-10854083.2615987 y
4231088.94344914 |
|||||||||||||||||||||||||||||||||||||
| 30195 | 1806 0349NX | 30195 | — | U.S. 60 W.B. | BIG CABIN CREEK | -1 | 102ft.X100ft.X102ft. PCB TYPE IV SPANS 38ft. CL.RDY. TR-4 RAIL | 2012 | 36.62694444 | -95.17555556 | 303.999 | 40 | — | 3 | 45 | 2 | 37.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 100 | Very good (8) | Good (7) | Excellent (9) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 4250 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30339 BRKEY
30195 NBI No.
30195 On Under
1 Structure No.
1806 0349NX Control No.
006 Lane Ind.
N Milepoint
03490 Facility Carried
U.S. 60 W.B. Feature Intersected
BIG CABIN CREEK Division
08 County
035 Location
3.7 E JCT S.H. 66 Sufficiency
100 Kind Hwy
2 Level Service
1 Route No.
00060 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
37.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
02 - Principal Arterial Other (Rural) Year Built
2012 ADT Total
4250 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
45 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
303.999 Deck Width
40 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
9 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
77 HS Inv. Rating Method
3 HS Inv. Method
36 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
6800 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
30195 ODOT County
18 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
102ft.X100ft.X102ft. PCB TYPE IV SPANS 38ft. CL.RDY. TR-4 RAIL Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.9559 Latitude
36:37:37 Longitude
-95:10:32 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 60 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
30195 Vault Link
http://plansrv1/bridgemaintvault/b30195 GIS FO/SD
Meets Standards H Inv. Method
35 Latitude DD
36.62694444 Longitude DD
-95.17555556 ODOT County Number
18 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
30339 x
-10594894.3809061 y
4387234.43722456 |
|||||||||||||||||||||||||||||||||||||
| 30194 | 3625 2402WX | 30194 | — | I-35 | U.S. 177 UNDER | -1 | 40ft.-80ft.-40ft. P.C. BEAM SPANS W/ F-SHAPED RAIL | 2013 | 36.94087778 | -97.346675 | 160.499 | 41.001 | — | 3 | 0 | 2 | 37.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 85.7 | Satisfactory (6) | Good (7) | Excellent (9) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 7150 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30338 BRKEY
30194 NBI No.
30194 On Under
1 Structure No.
3625 2402WX Control No.
025 Lane Ind.
W Milepoint
24020 Facility Carried
I-35 Feature Intersected
U.S. 177 UNDER Division
04 County
071 Location
9.1 N JCT S.H. 11 Sufficiency
85.7 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
2013 ADT Total
7150 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
H Underclearance Right
25 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
42.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
160.499 Deck Width
41.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
3 Deck Rating
7 Super Rating
9 Sub Rating
8 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
9 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
64 HS Inv. Rating Method
3 HS Inv. Method
27 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
11440 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
-1 Max Measured Clearance
1607 Min Measured Clearance
1606 NBI Rating
30194 ODOT County
36 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
40ft.-80ft.-40ft. P.C. BEAM SPANS W/ F-SHAPED RAIL Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
97.7251 Latitude
36:56:27.16 Longitude
-97:20:48.03 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
I-35 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
30194 Vault Link
http://plansrv1/bridgemaintvault/b30194 GIS FO/SD
Meets Standards H Inv. Method
26 Latitude DD
36.94087778 Longitude DD
-97.346675 ODOT County Number
36 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
30338 x
-10836582.2914183 y
4430869.11306032 |
|||||||||||||||||||||||||||||||||||||
| 30193 | 3625 2402EX | 30193 | — | I-35 | U.S. 177 UNDER | -1 | 40ft.-80ft. -40ft. P.C. BEAM SPANS | 2013 | 36.940817 | -97.346306 | 160.499 | 41.001 | — | 3 | 0 | 2 | 37.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 85.7 | Satisfactory (6) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 01 - Principal Arterial Interstate (Rural) | A | 7750 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30337 BRKEY
30193 NBI No.
30193 On Under
1 Structure No.
3625 2402EX Control No.
025 Lane Ind.
E Milepoint
24020 Facility Carried
I-35 Feature Intersected
U.S. 177 UNDER Division
04 County
071 Location
9.1 N JCT S.H. 11 Sufficiency
85.7 Kind Hwy
1 Level Service
1 Route No.
00035 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
37.999 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
01 - Principal Arterial Interstate (Rural) Year Built
2013 ADT Total
7750 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
H Underclearance Right
25 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
42.001 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
160.499 Deck Width
41.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
N Culv. Rating
N Structure Rating
6 Deck Geometry
6 Underclearance
9 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
64 HS Inv. Rating Method
3 HS Inv. Method
27 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
12400 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
-1 Max Measured Clearance
1607 Min Measured Clearance
1606 NBI Rating
30193 ODOT County
36 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
40ft.-80ft. -40ft. P.C. BEAM SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
98.9745 Latitude
36:56:26.94 Longitude
-97:20:46.7 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
2 Roadway Name
I-35 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
30193 Vault Link
http://plansrv1/bridgemaintvault/b30193 GIS FO/SD
Meets Standards H Inv. Method
26 Latitude DD
36.940817 Longitude DD
-97.346306 ODOT County Number
36 Maint. Dist.
4 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
30337 x
-10836541.2145262 y
4430860.64769347 |
|||||||||||||||||||||||||||||||||||||
| 30191 | 1904 0186 X | 30191 | — | S.H. 66 | SAND CREEK | -1 | 2-18ft.X15ft.X150ft. RCB SKEW 30 DEG. | 2013 | 35.85722222 | -96.38777778 | 38.999 | 0 | — | 2 | 30 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 85.9 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 16 - Minor Arterial (Urban) | B | 4900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30335 BRKEY
30191 NBI No.
30191 On Under
1 Structure No.
1904 0186 X Control No.
004 Lane Ind.
Milepoint
01860 Facility Carried
S.H. 66 Feature Intersected
SAND CREEK Division
08 County
037 Location
1.8 N JCT S.H. 48 Sufficiency
85.9 Kind Hwy
3 Level Service
0 Route No.
00066 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
43.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
16 - Minor Arterial (Urban) Year Built
2013 ADT Total
4900 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
30 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
15 Appr. Roadway Width
43.999 Span Type Main
M Material
1 - Concrete Design
19 Length
38.999 Deck Width
0 Bridge Open Closed
A TSF Rail
0 TSF Transition
0 TSF Appr. Guardrail
0 TSF Appr. Guardrail Ends
0 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
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
43.1 HS Inv. Rating Method
3 HS Inv. Method
36 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
7840 Future ADT Year
2042 Bypass Detour
29.999999 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
30191 ODOT County
19 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-18ft.X15ft.X150ft. RCB SKEW 30 DEG. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
98.35 Latitude
35:51:26 Longitude
-96:23:16 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 66 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
0 - None Historical Significance
5 Local Bridge ID
-1 NBI Text
30191 Vault Link
http://plansrv1/bridgemaintvault/b30191 GIS FO/SD
Meets Standards H Inv. Method
36 Latitude DD
35.85722222 Longitude DD
-96.38777778 ODOT County Number
19 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
30335 x
-10729838.3411648 y
4280993.11254268 |
|||||||||||||||||||||||||||||||||||||
| 30190 | 2502 0295 X | 30190 | — | U.S. 77 | WASHITA RIVER | 90ft.-90ft.-200ft.-200ft.-90ft P.C. BM & STEEL GIRDER SPANS W/ 68 ft CLR. RDWY. & TR-4 TRAFFIC RAIL, NO SKEW | 2019 | 34.646417 | -97.194456 | 671.6 | 70 | — | 2 | 0 | 4 | 68 | 4 - Steel Continuous | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 100 | Good (7) | Very good (8) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 5300 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
30334 BRKEY
30190 NBI No.
30190 On Under
1 Structure No.
2502 0295 X Control No.
002 Lane Ind.
Milepoint
02950 Facility Carried
U.S. 77 Feature Intersected
WASHITA RIVER Division
03 County
049 Location
2.7 N MURRAY C/L Sufficiency
100 Kind Hwy
2 Level Service
1 Route No.
00077 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
28 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
5300 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
2 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
4 - Steel Continuous Design
02 Length
671.6 Deck Width
70 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
8 Super Rating
8 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
54 HS Inv. Rating Method
3 HS Inv. Method
37 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
7505 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
30190 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
0 Rt. Curb SW
0 Description
90ft.-90ft.-200ft.-200ft.-90ft P.C. BM & STEEL GIRDER SPANS W/ 68 ft CLR. RDWY. & TR-4 TRAFFIC RAIL, NO SKEW Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
34:38:47.1 Longitude
-97:11:40.04 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
30190 Vault Link
http://plansrv1/bridgemaintvault/b30190 GIS FO/SD
Meets Standards H Inv. Method
36 Latitude DD
34.646417 Longitude DD
-97.194456 ODOT County Number
25 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
30334 x
-10819637.3498492 y
4115933.84109925 |
|||||||||||||||||||||||||||||||||||||
| 29992 | 6404 3488 X | 29992 | — | U.S. 271 | HURD CREEK | -1 | (3) 40ft. CONCRETE SLAB | 2013 | 34.56222222 | -95.32583333 | 120 | 42.201 | — | 3 | 0 | 2 | 40 | 1 - Concrete | Slab (01) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.6 | Very good (8) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 750 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30322 BRKEY
29992 NBI No.
29992 On Under
1 Structure No.
6404 3488 X Control No.
004 Lane Ind.
Milepoint
34880 Facility Carried
U.S. 271 Feature Intersected
HURD CREEK Division
02 County
127 Location
2.3 S JCT SH-2 Sufficiency
97.6 Kind Hwy
2 Level Service
1 Route No.
00271 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
2013 ADT Total
750 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
01 Length
120 Deck Width
42.201 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
8 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
56.9 HS Inv. Rating Method
3 HS Inv. Method
38.5 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1200 Future ADT Year
2042 Bypass Detour
39.769999 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
29992 ODOT County
64 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
1.099 Rt. Curb SW
1.099 Description
(3) 40ft. CONCRETE SLAB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
95.5837 Latitude
34:33:44 Longitude
-95:19:33 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 271 Scour
8 Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
023 NBI Text
29992 Vault Link
http://plansrv1/bridgemaintvault/b29992 GIS FO/SD
Meets Standards H Inv. Method
38.4 Latitude DD
34.56222222 Longitude DD
-95.32583333 ODOT County Number
64 Maint. Dist.
2 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
30322 x
-10611623.2257401 y
4104546.89532756 |
|||||||||||||||||||||||||||||||||||||
| 30285 | 5580 0163WX | 30285 | — | LINC BL GARDEN COV | NE 23RD STREET UNDER | -1 | 2-51ft. CON. RIGID FRAME SPANS GARDEN TOP | 1972 | 35.49305556 | -97.50444444 | 108.333 | 100 | — | 2 | 0 | 6 | 76.001 | 1 - Concrete | Frame (07) | M | Concrete cast-in-place (1) | ! | -2 | Not applicable (N) | Good (7) | Good (7) | Satisfactory (6) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 16 - Minor Arterial (Urban) | K | 8000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30321 BRKEY
30285 NBI No.
30285 On Under
2 Structure No.
5580 0163WX Control No.
080 Lane Ind.
W Milepoint
01630 Facility Carried
LINC BL GARDEN COV Feature Intersected
NE 23RD STREET UNDER Division
04 County
109 Location
2.0 N S.H. 77H Sufficiency
-2 Kind Hwy
5 Level Service
1 Route No.
09520 Service Type On
3 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
51.998 Bridge System
K Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
16 - Minor Arterial (Urban) Year Built
1972 ADT Total
8000 ADT Year
2022 Design Load
H 10 Skew
0 No. Main Spans
2 Road Width
76.001 Ref. Underclearance Rt.
H Underclearance Right
7.549 Underclearance Left
5.948 Deck Structure Type
1 No. Lanes
6 Fill RCB
Appr. Roadway Width
76.001 Span Type Main
M Material
1 - Concrete Design
07 Length
108.333 Deck Width
100 Bridge Open Closed
! TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
7 Sub Rating
6 Chan. Rating
N Culv. Rating
N Structure Rating
N Deck Geometry
N Underclearance
4 Bridge Posting
! Waterway Adequacy
N 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
12800 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
_ Advanced Warning Sign
N Existing Posting
1508 Max Measured Clearance
1605 Min Measured Clearance
1601 NBI Rating
30285 ODOT County
55 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
9 Lft. Curb SW
0 Rt. Curb SW
0 Description
2-51ft. CON. RIGID FRAME SPANS GARDEN TOP Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
-1 Latitude
35:29:35 Longitude
-97:30:16 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
NE 23RD ST. UNDER Scour
N Design Structure
7 - Frame (Except Frame Culverts) FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
30285 Vault Link
http://plansrv1/bridgemaintvault/b30285 GIS FO/SD
Meets Standards H Inv. Method
0 Latitude DD
35.49305556 Longitude DD
-97.50444444 ODOT County Number
55 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Urban ARC_ID_NUM
30321 x
-10854145.1051418 y
4231088.94344914 |
|||||||||||||||||||||||||||||||||||||
| 30186 | 3306F0197 X | 30186 | — | U.S. 283 | CREEK | 35ft.-45ft.-35ft. SLAB SPANS W/40ft. CLR RDY | 1901 | 34.45687778 | -99.333375 | 115 | -1 | — | 3 | 0 | -1 | -1 | 5 - Prestressed Concrete | Slab (01) | M | _ | _ | -1 | _ | _ | _ | _ | _ | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | -1 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
30312 BRKEY
30186 NBI No.
30186 On Under
1 Structure No.
3306F0197 X Control No.
006 Lane Ind.
Milepoint
01970 Facility Carried
U.S. 283 Feature Intersected
CREEK Division
05 County
065 Location
2.0 MI N TEXAS ST. LINE Sufficiency
-1 Kind Hwy
2 Level Service
1 Route No.
00283 Service Type On
1 Service Type Off
5 Vertical Clearance
Horizontal Clearance
-1 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
1901 ADT Total
-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
01 Length
115 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
30186 ODOT County
33 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
35ft.-45ft.-35ft. SLAB SPANS W/40ft. CLR RDY Route Flag
P Status Flag
F On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
34:27:24.76 Longitude
-99:20:00.15 I257A
I257B
I257C
I257D
I257E
I263
Roadway Name
U.S. 283 Scour
_ Design Structure
1 - Slab FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
30186 Vault Link
http://plansrv1/bridgemaintvault/b30186 GIS FO/SD
Meets Standards H Inv. Method
-1 Latitude DD
34.45687778 Longitude DD
-99.333375 ODOT County Number
33 Maint. Dist.
5 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
30312 x
-11057740.7237773 y
4090315.77819032 |
|||||||||||||||||||||||||||||||||||||
| 30185 | 1624 0669 X | 30185 | — | S.H. 17 | WHISKEY CREEK | -1 | 130ft. P.C. BM. SPANS 40.0 CL RDY W/TR4 RAIL SKEWED 30 DEG RT. FWD | 2014 | 34.75360833 | -98.18780278 | 130 | 42.001 | — | 3 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94.6 | Very good (8) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 1800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30311 BRKEY
30185 NBI No.
30185 On Under
1 Structure No.
1624 0669 X Control No.
024 Lane Ind.
Milepoint
06690 Facility Carried
S.H. 17 Feature Intersected
WHISKEY CREEK Division
07 County
031 Location
.6W OF JCT S.H. 65 Sufficiency
94.6 Kind Hwy
2 Level Service
1 Route No.
00017 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2014 ADT Total
1800 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
130 Deck Width
42.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 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
72.1 HS Inv. Rating Method
3 HS Inv. Method
41.9 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
2880 Future ADT Year
2042 Bypass Detour
39.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
30185 ODOT County
16 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
5 Lft. Curb SW
0 Rt. Curb SW
0 Description
130ft. P.C. BM. SPANS 40.0 CL RDY W/TR4 RAIL SKEWED 30 DEG RT. FWD Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
34:45:12.99 Longitude
-98:11:16.09 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 17 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
064 NBI Text
30185 Vault Link
http://plansrv1/bridgemaintvault/b30185 GIS FO/SD
Meets Standards H Inv. Method
41.8 Latitude DD
34.75360833 Longitude DD
-98.18780278 ODOT County Number
16 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
30311 x
-10930216.20758 y
4130447.70839355 |
|||||||||||||||||||||||||||||||||||||
| 30555 | 1802 1314 X | 30555 | — | U.S. 59 | ELM CREEK | -1 | 100ft. TYPE IV P.C. BM X 40ft. CLR RDY W/TR-4 RAIL | 2015 | 36.98138889 | -95.08305556 | 100.499 | 42.001 | — | 1 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94.6 | Very good (8) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 1700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30309 BRKEY
30555 NBI No.
30555 On Under
1 Structure No.
1802 1314 X Control No.
002 Lane Ind.
Milepoint
13140 Facility Carried
U.S. 59 Feature Intersected
ELM CREEK Division
08 County
035 Location
1.3 S KANSAS C/L Sufficiency
94.6 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
2015 ADT Total
1700 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
1 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
100.499 Deck Width
42.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
90 HS Inv. Rating Method
3 HS Inv. Method
52 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
2400 Future ADT Year
2042 Bypass Detour
40.999898 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
30555 ODOT County
18 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
100ft. TYPE IV P.C. BM X 40ft. CLR RDY W/TR-4 RAIL Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.0428 Latitude
36:58:53 Longitude
-95:04:59 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
-1 NBI Text
30555 Vault Link
http://plansrv1/bridgemaintvault/b30555 GIS FO/SD
Meets Standards H Inv. Method
51 Latitude DD
36.98138889 Longitude DD
-95.08305556 ODOT County Number
18 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
30309 x
-10584597.3280077 y
4436512.95591966 |
|||||||||||||||||||||||||||||||||||||
| 30554 | 1802 1340 X | 30554 | — | U.S. 59 | RUSSELL CREEK | -1 | 55ft.-75ft.-55ft. P.C. BM SPAN X 40ft. CL RDY.W/TR-4 RAIL | 2015 | 36.98527778 | -95.08305556 | 185.499 | 42.001 | — | 3 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94.6 | Very good (8) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 1700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30308 BRKEY
30554 NBI No.
30554 On Under
1 Structure No.
1802 1340 X Control No.
002 Lane Ind.
Milepoint
13400 Facility Carried
U.S. 59 Feature Intersected
RUSSELL CREEK Division
08 County
035 Location
1.3 S KANSAS S/L Sufficiency
94.6 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
2015 ADT Total
1700 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
185.499 Deck Width
42.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
73 HS Inv. Rating Method
3 HS Inv. Method
49 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
2400 Future ADT Year
2042 Bypass Detour
40.999898 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
30554 ODOT County
18 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
55ft.-75ft.-55ft. P.C. BM SPAN X 40ft. CL RDY.W/TR-4 RAIL Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
36:59:07 Longitude
-95:04:59 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
-1 NBI Text
30554 Vault Link
http://plansrv1/bridgemaintvault/b30554 GIS FO/SD
Meets Standards H Inv. Method
48 Latitude DD
36.98527778 Longitude DD
-95.08305556 ODOT County Number
18 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
30308 x
-10584597.3280077 y
4437054.89826344 |
|||||||||||||||||||||||||||||||||||||
| 30363 | 7604 0008 X | 30363 | — | U.S. 64 | HOUSTON CREEK | -1 | 3-12ft. RCB | 2017 | 36.812133 | -99.113783 | 37.999 | 0 | — | 3 | 0 | 4 | 0 | 1 - Concrete | Culvert (19) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 68.6 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 16000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30297 BRKEY
30363 NBI No.
30363 On Under
1 Structure No.
7604 0008 X Control No.
004 Lane Ind.
Milepoint
00080 Facility Carried
U.S. 64 Feature Intersected
HOUSTON CREEK Division
06 County
151 Location
.1 E JCT S.H. 50 Sufficiency
68.6 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
70 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
2017 ADT Total
16000 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
1 No. Lanes
4 Fill RCB
8 Appr. Roadway Width
70 Span Type Main
M Material
1 - Concrete Design
19 Length
37.999 Deck Width
0 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
7 Culv. Rating
8 Structure Rating
8 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
100 HS Inv. Rating Method
3 HS Inv. Method
100 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
25600 Future ADT Year
2042 Bypass Detour
72.099997 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
30363 ODOT County
76 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-12ft. RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
36:48:43.68 Longitude
-99:06:49.62 I257A
1 I257B
1 I257C
0 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 64 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
30363 Vault Link
http://plansrv1/bridgemaintvault/b30363 GIS FO/SD
Meets Standards H Inv. Method
90.3 Latitude DD
36.812133 Longitude DD
-99.113783 ODOT County Number
76 Maint. Dist.
6 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
30297 x
-11033295.854155 y
4412952.80106594 |
|||||||||||||||||||||||||||||||||||||
| 30360 | 6602 0487EX | 30360 | — | S.H. 66 | MOSSEY CREEK | -1 | 120ft. TYPE J PCB SPAN, SKEWED 30 LF 38ft.CL.RDY. W/F-SHAPED PARAPETS. | 2014 | 36.22111111 | -95.71083333 | 122.999 | 41.001 | — | 1 | 30 | 2 | 37.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99.9 | Very good (8) | Good (7) | Excellent (9) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 17 - Collector (Urban) | B | 17200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30294 BRKEY
30360 NBI No.
30360 On Under
1 Structure No.
6602 0487EX Control No.
002 Lane Ind.
E Milepoint
04870 Facility Carried
S.H. 66 Feature Intersected
MOSSEY CREEK Division
08 County
131 Location
4.5N OF JCT I-44 Sufficiency
99.9 Kind Hwy
3 Level Service
1 Route No.
00066 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
37.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
17 - Collector (Urban) Year Built
2014 ADT Total
17200 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
30 No. Main Spans
1 Road Width
37.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
122.999 Deck Width
41.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
9 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
85 HS Inv. Rating Method
3 HS Inv. Method
60.6 H Operating Rating
1 H Inv. Rating Method
3 Future ADT
27520 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
30360 ODOT County
66 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
120ft. TYPE J PCB SPAN, SKEWED 30 LF 38ft.CL.RDY. W/F-SHAPED PARAPETS. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.8346 Latitude
36:13:16 Longitude
-95:42:39 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 66 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
30360 Vault Link
http://plansrv1/bridgemaintvault/b30360 GIS FO/SD
Meets Standards H Inv. Method
60.5 Latitude DD
36.22111111 Longitude DD
-95.71083333 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
6 Rural/Urban
Urban ARC_ID_NUM
30294 x
-10654481.2296955 y
4331088.72783367 |
|||||||||||||||||||||||||||||||||||||
| 30645 | 3710 1216 X | 30645 | — | S.H. 33 | CREEK | -1 | 20ft. X 9ft. X 84ft. RC BOX W/ 2ft. DROP INLET | 2015 | 35.84201389 | -97.7213 | 22.5 | 0 | — | 1 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 92 | Very good (8) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Very good (8) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1900 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30291 BRKEY
30645 NBI No.
30645 On Under
1 Structure No.
3710 1216 X Control No.
010 Lane Ind.
Milepoint
12160 Facility Carried
S.H. 33 Feature Intersected
CREEK Division
04 County
073 Location
12.2 E JCT U.S. 81 Sufficiency
92 Kind Hwy
3 Level Service
1 Route No.
00033 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
83.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
2015 ADT Total
1900 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
3 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
22.5 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
8 Structure Rating
8 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
7 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
74.516 HS Inv. Rating Method
3 HS Inv. Method
57.541 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
3040 Future ADT Year
2042 Bypass Detour
52.800001 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
9999 Min Measured Clearance
9999 NBI Rating
30645 ODOT County
37 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
20ft. X 9ft. X 84ft. RC BOX W/ 2ft. DROP INLET Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.6162 Latitude
35:50:31.25 Longitude
-97:43:16.68 I257A
C I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 33 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
30645 Vault Link
http://plansrv1/bridgemaintvault/b30645 GIS FO/SD
Meets Standards H Inv. Method
57.541 Latitude DD
35.84201389 Longitude DD
-97.7213 ODOT County Number
37 Maint. Dist.
4 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
30291 x
-10878285.3556567 y
4278904.44551287 |
|||||||||||||||||||||||||||||||||||||
| 30549 | 1804 0056 X | 30549 | — | U.S. 60 | MADDEN CREEK | -1 | 2-20ft. X 12ft. X 86ft.RCB W/4ft.CURTAIN WALL | 2014 | 36.6989 | -95.421525 | 40 | 0 | — | 2 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 96.4 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 02 - Principal Arterial Other (Rural) | C | 1700 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30285 BRKEY
30549 NBI No.
30549 On Under
1 Structure No.
1804 0056 X Control No.
004 Lane Ind.
Milepoint
00560 Facility Carried
U.S. 60 Feature Intersected
MADDEN CREEK Division
08 County
035 Location
.6 E NOWATA C/L Sufficiency
96.4 Kind Hwy
2 Level Service
1 Route No.
00060 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
32.001 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
2014 ADT Total
1700 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
32.001 Span Type Main
M Material
1 - Concrete Design
19 Length
40 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
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
76.2 HS Inv. Rating Method
3 HS Inv. Method
58.8 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
2720 Future ADT Year
2042 Bypass Detour
27.99993 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
30549 ODOT County
18 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
2-20ft. X 12ft. X 86ft.RCB W/4ft.CURTAIN WALL Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
36:41:56.04 Longitude
-95:25:17.49 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 60 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
30549 Vault Link
http://plansrv1/bridgemaintvault/b30549 GIS FO/SD
Meets Standards H Inv. Method
58.8 Latitude DD
36.6989 Longitude DD
-95.421525 ODOT County Number
18 Maint. Dist.
8 HPMS Functional Class
3 Rural/Urban
Rural ARC_ID_NUM
30285 x
-10622275.5737176 y
4397220.02023744 |
|||||||||||||||||||||||||||||||||||||
| 30544 | 2536 0936 X | 30544 | — | S.H. 76 | WASHITA RIVER | -1 | 90ft.-190ft.-200ft.-190ft. STEEL BEAM & GIRDER SPANS 30 DEG SKEW, W/ 64.0ft. CLR. RDWY. & TR-4 TRAFFIC RAIL | 2017 | 34.817469 | -97.598258 | 670 | 66 | — | 3 | 30 | 4 | 64 | 3 - Steel | Girder and Floorbeam System (03) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 85.7 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 5400 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30280 BRKEY
30544 NBI No.
30544 On Under
1 Structure No.
2536 0936 X Control No.
036 Lane Ind.
Milepoint
09360 Facility Carried
S.H. 76 Feature Intersected
WASHITA RIVER Division
03 County
049 Location
9.4 N STEPHENS C/L Sufficiency
85.7 Kind Hwy
3 Level Service
1 Route No.
00076 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
64 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2017 ADT Total
5400 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
30 No. Main Spans
3 Road Width
64 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
4 Fill RCB
Appr. Roadway Width
64 Span Type Main
M Material
3 - Steel Design
03 Length
670 Deck Width
66 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
8 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
50 HS Inv. Rating Method
3 HS Inv. Method
38 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
8640 Future ADT Year
2042 Bypass Detour
34.800001 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
50 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
30544 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
0 Rt. Curb SW
0 Description
90ft.-190ft.-200ft.-190ft. STEEL BEAM & GIRDER SPANS 30 DEG SKEW, W/ 64.0ft. CLR. RDWY. & TR-4 TRAFFIC RAIL Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
98.6009 Latitude
34:49:02.89 Longitude
-97:35:53.73 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 76 Scour
8 Design Structure
3 - Girder and Floorbeam System FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
30544 Vault Link
http://plansrv1/bridgemaintvault/b30544 GIS FO/SD
Meets Standards H Inv. Method
37 Latitude DD
34.817469 Longitude DD
-97.598258 ODOT County Number
25 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
30280 x
-10864588.3828705 y
4139103.49384325 |
|||||||||||||||||||||||||||||||||||||
| 30451 | 5827 0357 X | 30451 | — | S.H. 137 | CREEK | -1 | 2-12ft. X 6ft. X 99.3ft. LONG RCB SKEW 30 DEG RF | 2015 | 36.83166667 | -94.78805556 | 27.201 | 0 | — | 2 | 30 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 95.5 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 3000 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30277 BRKEY
30451 NBI No.
30451 On Under
1 Structure No.
5827 0357 X Control No.
027 Lane Ind.
Milepoint
03570 Facility Carried
S.H. 137 Feature Intersected
CREEK Division
08 County
115 Location
3E 2.75S OF MIAMI Sufficiency
95.5 Kind Hwy
3 Level Service
1 Route No.
00137 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
2015 ADT Total
3000 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
30 No. Main Spans
2 Road Width
0 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
N No. Lanes
2 Fill RCB
4 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
27.201 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
N TSF Appr. Guardrail Ends
N Appr. Roadway Cond.
1 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
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
4800 Future ADT Year
2042 Bypass Detour
19.88 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
30451 ODOT County
58 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
2-12ft. X 6ft. X 99.3ft. LONG RCB SKEW 30 DEG RF Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
98.3417 Latitude
36:49:54 Longitude
-94:47:17 I257A
C I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 137 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
30451 Vault Link
http://plansrv1/bridgemaintvault/b30451 GIS FO/SD
Meets Standards H Inv. Method
100 Latitude DD
36.83166667 Longitude DD
-94.78805556 ODOT County Number
58 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
30277 x
-10551758.0782237 y
4415669.19311275 |
|||||||||||||||||||||||||||||||||||||
| 30634 | 5304 0382 X | 30634 | — | U.S. 60 | VERDIGRIS RIVER | 130ft.-115ft.-130ft.-130ft.-115ft.-130ft. TYPE J P.C. BEAM SPAN X 40ft. CLR RDY | 2020 | 36.699236 | -95.560933 | 750 | 42 | — | 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 | 2800 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
30262 BRKEY
30634 NBI No.
30634 On Under
1 Structure No.
5304 0382 X Control No.
004 Lane Ind.
Milepoint
03820 Facility Carried
U.S. 60 Feature Intersected
VERDIGRIS RIVER Division
08 County
105 Location
3.8 E JNK U.S. 169 Sufficiency
100 Kind Hwy
2 Level Service
1 Route No.
00060 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
2020 ADT Total
2800 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
750 Deck Width
42 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
8 Super Rating
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
80.1 HS Inv. Rating Method
3 HS Inv. Method
51 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
3900 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
30634 ODOT County
53 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
130ft.-115ft.-130ft.-130ft.-115ft.-130ft. TYPE J P.C. BEAM SPAN X 40ft. CLR RDY Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
36:41:57.25 Longitude
-95:33:39.36 I257A
C I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 60 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
30634 Vault Link
http://plansrv1/bridgemaintvault/b30634 GIS FO/SD
Meets Standards H Inv. Method
50.9 Latitude DD
36.699236 Longitude DD
-95.560933 ODOT County Number
53 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
30262 x
-10637794.4012901 y
4397266.67031428 |
|||||||||||||||||||||||||||||||||||||
| 30542 | 5710 1313 X | 30542 | — | S.H. 11 | RED EAGLE BRANCH CREEK | -1 | 20ft.X15ft.X63ft. RC BOX W/6ft.CURTAIN WALLS | 2012 | 36.5825 | -96.17472222 | 22.5 | 0 | — | 1 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 95.3 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30260 BRKEY
30542 NBI No.
30542 On Under
1 Structure No.
5710 1313 X Control No.
010 Lane Ind.
Milepoint
13130 Facility Carried
S.H. 11 Feature Intersected
RED EAGLE BRANCH CREEK Division
08 County
113 Location
9.2 E JCT 99 Sufficiency
95.3 Kind Hwy
3 Level Service
1 Route No.
00011 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
33.999 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
2012 ADT Total
1800 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
4 Appr. Roadway Width
33.999 Span Type Main
M Material
1 - Concrete Design
19 Length
22.5 Deck Width
0 Bridge Open Closed
A TSF Rail
N 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
5 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
147.2 HS Inv. Rating Method
3 HS Inv. Method
113.5 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
2880 Future ADT Year
2042 Bypass Detour
34.199913 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
30542 ODOT County
57 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
20ft.X15ft.X63ft. RC BOX W/6ft.CURTAIN WALLS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
36:34:57 Longitude
-96:10:29 I257A
C I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 11 Scour
4 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
30542 Vault Link
http://plansrv1/bridgemaintvault/b30542 GIS FO/SD
Meets Standards H Inv. Method
113.4 Latitude DD
36.5825 Longitude DD
-96.17472222 ODOT County Number
57 Maint. Dist.
8 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
30260 x
-10706121.1047149 y
4381071.3482122 |
|||||||||||||||||||||||||||||||||||||
| 30541 | 1708 0353 X | 30541 | — | U.S. 277 | DEEP RED CREEK O'FLOW | 3-70' P.C.B. SPANS | 2018 | 34.225 | -98.45277778 | 210 | 42 | — | 3 | 30 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98.3 | 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 | 07 - Major Collector (Rural) | C | 600 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
30259 BRKEY
30541 NBI No.
30541 On Under
1 Structure No.
1708 0353 X Control No.
008 Lane Ind.
Milepoint
03530 Facility Carried
U.S. 277 Feature Intersected
DEEP RED CREEK O'FLOW Division
07 County
033 Location
3.5 N JCT U.S. 70 Sufficiency
98.3 Kind Hwy
2 Level Service
1 Route No.
00277 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2018 ADT Total
600 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
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.
1 Deck Rating
8 Super Rating
9 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
74 HS Inv. Rating Method
3 HS Inv. Method
38 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
960 Future ADT Year
2042 Bypass Detour
34.8 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
30541 ODOT County
17 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-70' P.C.B. SPANS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
34:13:30 Longitude
-98:27:10 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 277 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
20 NBI Text
30541 Vault Link
http://plansrv1/bridgemaintvault/b30541 GIS FO/SD
Meets Standards H Inv. Method
37 Latitude DD
34.225 Longitude DD
-98.45277778 ODOT County Number
17 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
30259 x
-10959713.0896529 y
4059054.19020555 |
|||||||||||||||||||||||||||||||||||||
| 30540 | 1708 0319 X | 30540 | — | U.S. 277 | DEEP RED CREEK | 5-80ft. PCB W/40ft. CLR RDY | 2018 | 34.21977778 | -98.45333333 | 400 | 42 | — | 5 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.2 | Good (7) | Very good (8) | Excellent (9) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 800 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
30258 BRKEY
30540 NBI No.
30540 On Under
1 Structure No.
1708 0319 X Control No.
008 Lane Ind.
Milepoint
03190 Facility Carried
U.S. 277 Feature Intersected
DEEP RED CREEK Division
07 County
033 Location
3.1 N JCT U.S. 70 Sufficiency
97.2 Kind Hwy
2 Level Service
1 Route No.
00277 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
800 ADT Year
2022 Design Load
H 20 Skew
0 No. Main Spans
5 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
400 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
8 Super Rating
9 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
8 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
50 HS Inv. Rating Method
3 HS Inv. Method
34 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1275 Future ADT Year
2042 Bypass Detour
34.8 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
30540 ODOT County
17 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
5-80ft. PCB W/40ft. CLR RDY Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
34:13:11.2 Longitude
-98:27:12 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 277 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
19 NBI Text
30540 Vault Link
http://plansrv1/bridgemaintvault/b30540 GIS FO/SD
Meets Standards H Inv. Method
33 Latitude DD
34.21977778 Longitude DD
-98.45333333 ODOT County Number
17 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
30258 x
-10959774.933196 y
4058351.12770541 |
|||||||||||||||||||||||||||||||||||||
| 30539 | 1708 0303 X | 30539 | — | U.S. 277 | DEEP RED CREEK O'FLOW | 3--75' P.C.B. SPAN | 2018 | 34.21777778 | -98.45277778 | 225 | 42 | — | 3 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.1 | Good (7) | Very good (8) | Excellent (9) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 600 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
30257 BRKEY
30539 NBI No.
30539 On Under
1 Structure No.
1708 0303 X Control No.
008 Lane Ind.
Milepoint
03030 Facility Carried
U.S. 277 Feature Intersected
DEEP RED CREEK O'FLOW Division
07 County
033 Location
2.9 N JCT U.S. 70 Sufficiency
97.1 Kind Hwy
2 Level Service
1 Route No.
00277 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2018 ADT Total
600 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
225 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
8 Super Rating
9 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
63 HS Inv. Rating Method
3 HS Inv. Method
33 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
960 Future ADT Year
2042 Bypass Detour
34.8 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
30539 ODOT County
17 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3--75' P.C.B. SPAN Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
34:13:04 Longitude
-98:27:10 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 277 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
30539 Vault Link
http://plansrv1/bridgemaintvault/b30539 GIS FO/SD
Meets Standards H Inv. Method
32 Latitude DD
34.21777778 Longitude DD
-98.45277778 ODOT County Number
17 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
30257 x
-10959713.0896529 y
4058081.88115381 |
|||||||||||||||||||||||||||||||||||||
| 30538 | 1718 0389 X | 30538 | — | S.H. 5 A | WEST CACHE CR. O'FLOW | 1-100ft. PCB W/40ft. CLR RDY | 2020 | 34.275236 | -98.384594 | 100 | 42.2 | — | 1 | 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) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 400 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
30256 BRKEY
30538 NBI No.
30538 On Under
1 Structure No.
1718 0389 X Control No.
018 Lane Ind.
Milepoint
03890 Facility Carried
S.H. 5 A Feature Intersected
WEST CACHE CR. O'FLOW Division
07 County
033 Location
3.9 E JCT. U.S. 277 Sufficiency
100 Kind Hwy
3 Level Service
1 Route No.
00005 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
2020 ADT Total
400 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
1 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
100 Deck Width
42.2 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
76.4 HS Inv. Rating Method
3 HS Inv. Method
51.8 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
500 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
30538 ODOT County
17 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
1-100ft. PCB W/40ft. CLR RDY Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
34:16:30.85 Longitude
-98:23:04.54 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 5A Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
58 NBI Text
30538 Vault Link
http://plansrv1/bridgemaintvault/b30538 GIS FO/SD
Meets Standards H Inv. Method
51.7 Latitude DD
34.275236 Longitude DD
-98.384594 ODOT County Number
17 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
30256 x
-10952122.905983 y
4065819.64324001 |
|||||||||||||||||||||||||||||||||||||
| 30633 | 2618 1793 X | 30633 | — | S.H. 19 | WASHITA RIVER | -1 | 100-170-170-100 PL GIRDER, 40ft. CLEAR | 2016 | 34.86 | -97.68388889 | 543.999 | 42 | — | 4 | 30 | 2 | 40 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 94.2 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30243 BRKEY
30633 NBI No.
30633 On Under
1 Structure No.
2618 1793 X Control No.
018 Lane Ind.
Milepoint
17930 Facility Carried
S.H. 19 Feature Intersected
WASHITA RIVER Division
07 County
051 Location
1 NW GARVIN C/L Sufficiency
94.2 Kind Hwy
3 Level Service
1 Route No.
00019 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
2016 ADT Total
2100 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
30 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
3 - Steel Design
02 Length
543.999 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
8 Sub Rating
7 Chan. Rating
6 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
53 HS Inv. Rating Method
3 HS Inv. Method
41 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
3360 Future ADT Year
2042 Bypass Detour
36.000001 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
30633 ODOT County
26 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
100-170-170-100 PL GIRDER, 40ft. CLEAR Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
34:51:36 Longitude
-97:41:02 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 19 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
64-26 NBI Text
30633 Vault Link
http://plansrv1/bridgemaintvault/b30633 GIS FO/SD
Meets Standards H Inv. Method
40 Latitude DD
34.86 Longitude DD
-97.68388889 ODOT County Number
26 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
30243 x
-10874120.7699415 y
4144871.94144569 |
|||||||||||||||||||||||||||||||||||||
| 30632 | 1649 0867EXR | 30632 | — | I-44 RAMP S-W | U.S. 281B NB UNDER | -1 | 67ft.-85ft.-67ft. I-BM, 22ft. CLR. & F-SHAPED PARAPETS | 2014 | 34.62 | -98.38722222 | 218.999 | 25 | — | 3 | 0 | 1 | 22.001 | 3 - Steel | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 91.2 | Good (7) | Satisfactory (6) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 11 - Principal Arterial Interstate (Rural) | A | 8950 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30242 BRKEY
30632 NBI No.
30632 On Under
1 Structure No.
1649 0867EXR Control No.
049 Lane Ind.
E Milepoint
08670 Facility Carried
I-44 RAMP S-W Feature Intersected
U.S. 281B NB UNDER Division
07 County
031 Location
JCT U.S. 62 & I-44 Sufficiency
91.2 Kind Hwy
1 Level Service
7 Route No.
00044 Service Type On
1 Service Type Off
1 Vertical Clearance
Y Horizontal Clearance
22.001 Bridge System
A Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
11 - Principal Arterial Interstate (Rural) Year Built
2014 ADT Total
8950 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
22.001 Ref. Underclearance Rt.
H Underclearance Right
8.501 Underclearance Left
7.5 Deck Structure Type
1 No. Lanes
1 Fill RCB
Appr. Roadway Width
22.001 Span Type Main
M Material
3 - Steel Design
02 Length
218.999 Deck Width
25 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
6 Super Rating
8 Sub Rating
8 Chan. Rating
N Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
4 Bridge Posting
5 Waterway Adequacy
N Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
44.4 HS Inv. Rating Method
3 HS Inv. Method
34.3 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
14320 Future ADT Year
2042 Bypass Detour
6.2 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
Y Existing Posting
-1 Max Measured Clearance
1610 Min Measured Clearance
1607 NBI Rating
30632 ODOT County
16 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
67ft.-85ft.-67ft. I-BM, 22ft. CLR. & F-SHAPED PARAPETS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
R Alt. Structure Name
-1 H Index
98.0678 Latitude
34:37:12 Longitude
-98:23:14 I257A
1 I257B
1 I257C
0 I257D
1 I257E
1 I263
0 Roadway Name
I-44 RAMP S-W Scour
N Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
7 - Ramp, Wye, Connector, etc. Historical Significance
5 Local Bridge ID
130 NBI Text
30632 Vault Link
http://plansrv1/bridgemaintvault/b30632 GIS FO/SD
Meets Standards H Inv. Method
34.2 Latitude DD
34.62 Longitude DD
-98.38722222 ODOT County Number
16 Maint. Dist.
7 HPMS Functional Class
1 Rural/Urban
Rural ARC_ID_NUM
30242 x
-10952415.478095 y
4112359.82356143 |
|||||||||||||||||||||||||||||||||||||
| 30537 | 1718 0368 X | 30537 | — | S.H. 5 A | WEST CACHE CREEK | 3-100ft. PCB W/40ft. CLR. RDY. | 2020 | 34.27505 | -98.388108 | 300 | 42.2 | — | 3 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 99.4 | Very good (8) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 400 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
30237 BRKEY
30537 NBI No.
30537 On Under
1 Structure No.
1718 0368 X Control No.
018 Lane Ind.
Milepoint
03680 Facility Carried
S.H. 5 A Feature Intersected
WEST CACHE CREEK Division
07 County
033 Location
3.7 E JCT. U.S. 277 Sufficiency
99.4 Kind Hwy
3 Level Service
1 Route No.
00004 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
2020 ADT Total
400 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
300 Deck Width
42.2 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
7 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
76.4 HS Inv. Rating Method
3 HS Inv. Method
54 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
500 Future ADT Year
2042 Bypass Detour
19.8 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
30537 ODOT County
17 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
0 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-100ft. PCB W/40ft. CLR. RDY. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
34:16:30.18 Longitude
-98:23:17.19 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 5A Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
57 NBI Text
30537 Vault Link
http://plansrv1/bridgemaintvault/b30537 GIS FO/SD
Meets Standards H Inv. Method
53.9 Latitude DD
34.27505 Longitude DD
-98.388108 ODOT County Number
17 Maint. Dist.
7 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
30237 x
-10952514.0826736 y
4065794.58653482 |
|||||||||||||||||||||||||||||||||||||
| 30536 | 3416 0000 X | 30536 | — | S.H. 79 | RED RIVER | 24-102ft. PC BM, TR4, 44ft. CLR RDY | 2018 | 34.131433 | -98.098203 | 2432 | 46 | — | 18 | 0 | 2 | 44 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98 | Good (7) | Good (7) | Good (7) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | B | 1275 | 2022 | 4 | Unmatched | |
|
Raw data
OBJECTID
30236 BRKEY
30536 NBI No.
30536 On Under
1 Structure No.
3416 0000 X Control No.
016 Lane Ind.
Milepoint
00000 Facility Carried
S.H. 79 Feature Intersected
RED RIVER Division
07 County
067 Location
.5 NE TEXAS STATE LINE Sufficiency
98 Kind Hwy
3 Level Service
1 Route No.
00079 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
44 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
2018 ADT Total
1275 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
18 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
2432 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
7 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
9 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
72 HS Inv. Rating Method
3 HS Inv. Method
32 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1830 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
0 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
30536 ODOT County
34 Nav. Control
N Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
0 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
24-102ft. PC BM, TR4, 44ft. CLR RDY Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
-1 Latitude
34:07:53.16 Longitude
-98:05:53.53 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 79 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
4 Local Bridge ID
NBI Text
30536 Vault Link
http://plansrv1/bridgemaintvault/b30536 GIS FO/SD
Meets Standards H Inv. Method
31 Latitude DD
34.131433 Longitude DD
-98.098203 ODOT County Number
34 Maint. Dist.
7 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
30236 x
-10920242.0056952 y
4046463.94984172 |
|||||||||||||||||||||||||||||||||||||
| 30535 | 0928 0192 X | 30535 | — | S.H. 4 | N. CANADIAN RIVER | (15) -100ft. PCB SPANS, 40ft. RDWY, TR4 RAIL | 2020 | 35.53895 | -97.742372 | 1501.66 | 42.167 | — | 15 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.7 | Very good (8) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 3800 | 2022 | 5 | Unmatched | |
|
Raw data
OBJECTID
30235 BRKEY
30535 NBI No.
30535 On Under
1 Structure No.
0928 0192 X Control No.
028 Lane Ind.
Milepoint
01920 Facility Carried
S.H. 4 Feature Intersected
N. CANADIAN RIVER Division
04 County
017 Location
2.2 N JCT S.H. 66 Sufficiency
97.7 Kind Hwy
3 Level Service
1 Route No.
00004 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
2020 ADT Total
3800 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
15 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
1501.66 Deck Width
42.167 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
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
80.1 HS Inv. Rating Method
3 HS Inv. Method
42 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
6080 Future ADT Year
2042 Bypass Detour
8.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
Max Measured Clearance
Min Measured Clearance
NBI Rating
30535 ODOT County
09 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
(15) -100ft. PCB SPANS, 40ft. RDWY, TR4 RAIL Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
H Index
Latitude
35:32:20.22 Longitude
-97:44:32.54 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 4 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
30535 Vault Link
http://plansrv1/bridgemaintvault/b30535 GIS FO/SD
Meets Standards H Inv. Method
41.9 Latitude DD
35.53895 Longitude DD
-97.742372 ODOT County Number
9 Maint. Dist.
4 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
30235 x
-10880631.0799667 y
4237365.64998079 |
|||||||||||||||||||||||||||||||||||||
| 30534 | 6604 1947SX | 30534 | — | S.H. 66 EB | PRYOR CREEK | -1 | 70ft.-75ft.-70ft. P.C.B SPANS W/42in.F-SHAPED PARAPETS & 38ft. CL RDY | 2013 | 36.53916667 | -95.41666667 | 215 | 41.001 | — | 3 | 0 | 2 | 37.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 100 | Good (7) | Good (7) | Excellent (9) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2050 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30234 BRKEY
30534 NBI No.
30534 On Under
1 Structure No.
6604 1947SX Control No.
004 Lane Ind.
S Milepoint
19470 Facility Carried
S.H. 66 EB Feature Intersected
PRYOR CREEK Division
08 County
131 Location
.9 N JCT S.H. 28 Sufficiency
100 Kind Hwy
3 Level Service
1 Route No.
00066 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
37.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2013 ADT Total
2050 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
215 Deck Width
41.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
9 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
67.2 HS Inv. Rating Method
3 HS Inv. Method
45.3 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
3280 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
30534 ODOT County
66 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
70ft.-75ft.-70ft. P.C.B SPANS W/42in.F-SHAPED PARAPETS & 38ft. CL RDY Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.7689 Latitude
36:32:21 Longitude
-95:25:00 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 66 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
30534 Vault Link
http://plansrv1/bridgemaintvault/b30534 GIS FO/SD
Meets Standards H Inv. Method
45.2 Latitude DD
36.53916667 Longitude DD
-95.41666667 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
30234 x
-10621734.7468959 y
4375065.75162804 |
|||||||||||||||||||||||||||||||||||||
| 30533 | 6604 1947NX | 30533 | — | S.H. 66 WB | PRYOR CREEK | -1 | 70ft.-75ft.-70ft. P. C. BM SPAN X 38ft. CL RDY | 2014 | 36.53944444 | -95.41666667 | 215 | 41.001 | — | 3 | 0 | 2 | 37.999 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 100 | Good (7) | Good (7) | Excellent (9) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2050 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30233 BRKEY
30533 NBI No.
30533 On Under
1 Structure No.
6604 1947NX Control No.
004 Lane Ind.
N Milepoint
19470 Facility Carried
S.H. 66 WB Feature Intersected
PRYOR CREEK Division
08 County
131 Location
.9 N JCT S.H. 28 Sufficiency
100 Kind Hwy
3 Level Service
1 Route No.
00066 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
37.999 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2014 ADT Total
2050 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
37.999 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
37.999 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
215 Deck Width
41.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
7 Super Rating
9 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
67.2 HS Inv. Rating Method
3 HS Inv. Method
45.3 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
3280 Future ADT Year
2042 Bypass Detour
0.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
30533 ODOT County
66 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
1 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
70ft.-75ft.-70ft. P. C. BM SPAN X 38ft. CL RDY Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.8905 Latitude
36:32:22 Longitude
-95:25:00 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 66 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
30533 Vault Link
http://plansrv1/bridgemaintvault/b30533 GIS FO/SD
Meets Standards H Inv. Method
45.2 Latitude DD
36.53944444 Longitude DD
-95.41666667 ODOT County Number
66 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
30233 x
-10621734.7468959 y
4375104.23724408 |
|||||||||||||||||||||||||||||||||||||
| 30532 | 1808 0009 X | 30532 | — | S.H. 66 | UNNAMED CREEK | -1 | 3-10ft. X 8ft. X 88ft. RC BOX | 2014 | 36.56902778 | -95.32684167 | 33.999 | 0 | — | 3 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 93.6 | Good (7) | Not applicable (N) | Not applicable (N) | Not applicable (N) | Good (7) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30232 BRKEY
30532 NBI No.
30532 On Under
1 Structure No.
1808 0009 X Control No.
008 Lane Ind.
Milepoint
00090 Facility Carried
S.H. 66 Feature Intersected
UNNAMED CREEK Division
08 County
035 Location
.1 NE ROGERS C/L Sufficiency
93.6 Kind Hwy
3 Level Service
1 Route No.
00066 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2014 ADT Total
2200 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
5 Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
33.999 Deck Width
0 Bridge Open Closed
A TSF Rail
N TSF Transition
N TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
N Super Rating
N Sub Rating
N Chan. Rating
8 Culv. Rating
7 Structure Rating
7 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
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
3520 Future ADT Year
2042 Bypass Detour
37.899904 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
Narrow or 1 Lane
_ Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
30532 ODOT County
18 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
3-10ft. X 8ft. X 88ft. RC BOX Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
98.75 Latitude
36:34:08.5 Longitude
-95:19:36.63 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
S.H. 66 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
30532 Vault Link
http://plansrv1/bridgemaintvault/b30532 GIS FO/SD
Meets Standards H Inv. Method
100 Latitude DD
36.56902778 Longitude DD
-95.32684167 ODOT County Number
18 Maint. Dist.
8 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
30232 x
-10611735.4736354 y
4379203.86292138 |
|||||||||||||||||||||||||||||||||||||
| 30437 | 6404 0212 X | 30437 | — | U.S. 271 | KIAMICHI RIVER | -1 | 2(130ft. TYPE J PCB) - 2(100ft. TYPE IV PCB) - 2(50ft. TYPE II PCB) SPANS X 40ft. CLR. RDWY. | 2017 | 34.25005 | -95.60535833 | 561.67 | 42 | — | 2 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Other (9) | Open, no restriction (A) | 100 | Very good (8) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 06 - Minor Arterial (Rural) | C | 2200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30227 BRKEY
30437 NBI No.
30437 On Under
1 Structure No.
6404 0212 X Control No.
004 Lane Ind.
Milepoint
02120 Facility Carried
U.S. 271 Feature Intersected
KIAMICHI RIVER Division
02 County
127 Location
2 N JCT S.H. 3 Sufficiency
100 Kind Hwy
2 Level Service
1 Route No.
00270 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
06 - Minor Arterial (Rural) Year Built
2017 ADT Total
2200 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
9 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
561.67 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
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
9 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
48.8 HS Inv. Rating Method
3 HS Inv. Method
37.7 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
3520 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
30437 ODOT County
64 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(130ft. TYPE J PCB) - 2(100ft. TYPE IV PCB) - 2(50ft. TYPE II PCB) SPANS X 40ft. CLR. RDWY. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
34:15:00.18 Longitude
-95:36:19.29 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 271 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
004 NBI Text
30437 Vault Link
http://plansrv1/bridgemaintvault/b30437 GIS FO/SD
Meets Standards H Inv. Method
37.6 Latitude DD
34.25005 Longitude DD
-95.60535833 ODOT County Number
64 Maint. Dist.
2 HPMS Functional Class
4 Rural/Urban
Rural ARC_ID_NUM
30227 x
-10642739.8064041 y
4062427.2540778 |
|||||||||||||||||||||||||||||||||||||
| 30527 | 0712 0079 X | 30527 | — | S.H. 48 | BLUE RIVER O'FLOW | -1 | 45ft.-45ft.-45ft.-45-ft. PCB SPANS, 40ft. CLR RDY, TR4 CONCRETE RAILS | 2014 | 34.09114167 | -96.36753889 | 180 | 42.1 | — | 4 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.1 | Good (7) | Good (7) | Very good (8) | Good (7) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30209 BRKEY
30527 NBI No.
30527 On Under
1 Structure No.
0712 0079 X Control No.
012 Lane Ind.
Milepoint
00790 Facility Carried
S.H. 48 Feature Intersected
BLUE RIVER O'FLOW Division
02 County
013 Location
.8 N OF S.H. 78 JCT Sufficiency
97.1 Kind Hwy
3 Level Service
1 Route No.
00048 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2014 ADT Total
2300 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
180 Deck Width
42.1 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
7 Super Rating
8 Sub Rating
7 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
63 HS Inv. Rating Method
3 HS Inv. Method
49 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
3680 Future ADT Year
2042 Bypass Detour
16.8 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
55 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
30527 ODOT County
07 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
45ft.-45ft.-45ft.-45-ft. PCB SPANS, 40ft. CLR RDY, TR4 CONCRETE RAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
34:05:28.11 Longitude
-96:22:03.14 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 48 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
58 NBI Text
30527 Vault Link
http://plansrv1/bridgemaintvault/b30527 GIS FO/SD
Meets Standards H Inv. Method
48 Latitude DD
34.09114167 Longitude DD
-96.36753889 ODOT County Number
7 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
30209 x
-10727585.3582358 y
4041046.70096258 |
|||||||||||||||||||||||||||||||||||||
| 30526 | 0712 0064 X | 30526 | — | S.H. 48 | BLUE RIVER | -1 | 100ft.-100ft.-100ft.-55ft. PCB SPANS, 40ft. CLR RDY, TR4 CONCRETE RAILS | 2014 | 34.08916667 | -96.36861111 | 355 | 42.001 | — | 4 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 97.1 | Very good (8) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2300 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30208 BRKEY
30526 NBI No.
30526 On Under
1 Structure No.
0712 0064 X Control No.
012 Lane Ind.
Milepoint
00640 Facility Carried
S.H. 48 Feature Intersected
BLUE RIVER Division
02 County
013 Location
.7 N OF S.H. 78 JCT Sufficiency
97.1 Kind Hwy
3 Level Service
1 Route No.
00048 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2014 ADT Total
2300 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
355 Deck Width
42.001 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
8 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
60 HS Inv. Rating Method
3 HS Inv. Method
40 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
3680 Future ADT Year
2042 Bypass Detour
16.8 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
N Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
30526 ODOT County
07 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
100ft.-100ft.-100ft.-55ft. PCB SPANS, 40ft. CLR RDY, TR4 CONCRETE RAILS Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.8931 Latitude
34:05:21 Longitude
-96:22:07 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 48 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
57 NBI Text
30526 Vault Link
http://plansrv1/bridgemaintvault/b30526 GIS FO/SD
Meets Standards H Inv. Method
39 Latitude DD
34.08916667 Longitude DD
-96.36861111 ODOT County Number
7 Maint. Dist.
2 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
30208 x
-10727704.7172202 y
4040781.22462948 |
|||||||||||||||||||||||||||||||||||||
| 30432 | 5612 0869 X | 30432 | — | U.S. 266 | HOFFMAN CREEK | -1 | (3) 12ft. X 11ft. X 98ft. LONG RCB | 2014 | 35.50694444 | -95.83416667 | 38 | 0 | — | 3 | 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) | C | 1100 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30204 BRKEY
30432 NBI No.
30432 On Under
1 Structure No.
5612 0869 X Control No.
012 Lane Ind.
Milepoint
08690 Facility Carried
U.S. 266 Feature Intersected
HOFFMAN CREEK Division
01 County
111 Location
8.69 E JCT US-62 Sufficiency
100 Kind Hwy
2 Level Service
1 Route No.
00266 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
33.999 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2014 ADT Total
1100 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
FG Appr. Roadway Width
40 Span Type Main
M Material
1 - Concrete Design
19 Length
38 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
47.62 HS Inv. Rating Method
3 HS Inv. Method
36.707 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
1760 Future ADT Year
2042 Bypass Detour
0 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
NR Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
30432 ODOT County
56 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
(3) 12ft. X 11ft. X 98ft. LONG RCB Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
35:30:25 Longitude
-95:50:03 I257A
C I257B
1 I257C
1 I257D
0 I257E
0 I263
0 Roadway Name
U.S. 266 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
12-0869 NBI Text
30432 Vault Link
http://plansrv1/bridgemaintvault/b30432 GIS FO/SD
Meets Standards H Inv. Method
36.707 Latitude DD
35.50694444 Longitude DD
-95.83416667 ODOT County Number
56 Maint. Dist.
1 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
30204 x
-10668210.6343021 y
4232988.06344141 |
|||||||||||||||||||||||||||||||||||||
| 30431 | 3029 0244 X | 30431 | — | S.H. 149 | BEAVER RIVER | -1 | 35ft.-3-100ft.-35ft. P.C. BEAM SPANS SK. 60 DEGREE RT | 2014 | 36.70966389 | -99.85004722 | 373.999 | 42.3 | — | 3 | 30 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 98.3 | Very good (8) | Good (7) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 410 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30203 BRKEY
30431 NBI No.
30431 On Under
1 Structure No.
3029 0244 X Control No.
029 Lane Ind.
Milepoint
02440 Facility Carried
S.H. 149 Feature Intersected
BEAVER RIVER Division
06 County
059 Location
2.5 E JCT U.S. 283 Sufficiency
98.3 Kind Hwy
3 Level Service
1 Route No.
00149 Service Type On
1 Service Type Off
5 Vertical Clearance
N Horizontal Clearance
40 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2014 ADT Total
410 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
373.999 Deck Width
42.3 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
1 Deck Rating
7 Super Rating
8 Sub Rating
8 Chan. Rating
7 Culv. Rating
N Structure Rating
8 Deck Geometry
8 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
5 HS Operating Rating Method
3 HS Operating Rating
80.2 HS Inv. Rating Method
3 HS Inv. Method
40.2 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
656 Future ADT Year
2042 Bypass Detour
21.749999 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
30431 ODOT County
30 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
3 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
35ft.-3-100ft.-35ft. P.C. BEAM SPANS SK. 60 DEGREE RT Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
99.8557 Latitude
36:42:34.79 Longitude
-99:51:00.17 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 149 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
30431 Vault Link
http://plansrv1/bridgemaintvault/b30431 GIS FO/SD
Meets Standards H Inv. Method
40.1 Latitude DD
36.70966389 Longitude DD
-99.85004722 ODOT County Number
30 Maint. Dist.
6 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
30203 x
-11115256.4122147 y
4398714.57488079 |
|||||||||||||||||||||||||||||||||||||
| 30621 | 2530 0141 X | 30621 | — | S.H. 74 | WASHITA RIVER | -1 | 90ft.-200ft.-125ft.-125ft. PC BEAM & PLATE GIRDER SPANS W/ 40.0ft. CLR RDWY & TR-4 TRAFFIC RAILS, NO SKEW | 2017 | 34.837867 | -97.405222 | 541.699 | 42 | — | 1 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 93.7 | Good (7) | Very good (8) | Good (7) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | B | 2800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30195 BRKEY
30621 NBI No.
30621 On Under
1 Structure No.
2530 0141 X Control No.
030 Lane Ind.
Milepoint
01410 Facility Carried
S.H. 74 Feature Intersected
WASHITA RIVER Division
03 County
049 Location
1.4 MI N JCT SH 19 Sufficiency
93.7 Kind Hwy
3 Level Service
1 Route No.
00074 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
2017 ADT Total
2800 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
1 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
541.699 Deck Width
42 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
2 Deck Rating
8 Super Rating
7 Sub Rating
8 Chan. Rating
8 Culv. Rating
N Structure Rating
7 Deck Geometry
6 Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
54 HS Inv. Rating Method
3 HS Inv. Method
36 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
4480 Future ADT Year
2042 Bypass Detour
29.830001 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
65 Narrow or 1 Lane
N Advanced Warning Sign
N Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
30621 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
0 Rt. Curb SW
0 Description
90ft.-200ft.-125ft.-125ft. PC BEAM & PLATE GIRDER SPANS W/ 40.0ft. CLR RDWY & TR-4 TRAFFIC RAILS, NO SKEW Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
34:50:16.32 Longitude
-97:24:18.8 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 74 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
NBI Text
30621 Vault Link
http://plansrv1/bridgemaintvault/b30621 GIS FO/SD
Meets Standards H Inv. Method
35 Latitude DD
34.837867 Longitude DD
-97.405222 ODOT County Number
25 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
30195 x
-10843099.7136458 y
4141869.68735468 |
|||||||||||||||||||||||||||||||||||||
| 30523 | 2540 0017 X | 30523 | — | S.H. 76 | HYBARGER CREEK | -1 | SINGLE CELL 20ft. X 8ft. 112ft. LONG R.C. BOX CULVERT W/ 110ft. CLR. RDWY. | 2017 | 34.83943333 | -97.61582222 | 20 | 0 | — | 1 | 0 | 2 | 0 | 1 - Concrete | Culvert (19) | M | Not applicable (N) | Open, no restriction (A) | 99.3 | 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 | 3200 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30187 BRKEY
30523 NBI No.
30523 On Under
1 Structure No.
2540 0017 X Control No.
040 Lane Ind.
Milepoint
00170 Facility Carried
S.H. 76 Feature Intersected
HYBARGER CREEK Division
03 County
049 Location
0.1 MI. N JCT. SH 19 Sufficiency
99.3 Kind Hwy
3 Level Service
1 Route No.
00076 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
42 Bridge System
B Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2017 ADT Total
3200 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
3 Appr. Roadway Width
42 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
8 Culv. Rating
8 Structure Rating
8 Deck Geometry
N Underclearance
N Bridge Posting
5 Waterway Adequacy
8 Approach Alignment
8 HS Operating Rating Method
3 HS Operating Rating
46.297 HS Inv. Rating Method
3 HS Inv. Method
35.715 H Operating Rating
3 H Inv. Rating Method
3 Future ADT
5120 Future ADT Year
2042 Bypass Detour
3.1 School Bus Rte.
3 Posted Weight
NR Posted Speed Limit
45 Narrow or 1 Lane
N Advanced Warning Sign
_ Existing Posting
-1 Max Measured Clearance
-1 Min Measured Clearance
-1 NBI Rating
30523 ODOT County
25 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
N DK Protect.
N DK Surf. Type
N Lft. Curb SW
0 Rt. Curb SW
0 Description
SINGLE CELL 20ft. X 8ft. 112ft. LONG R.C. BOX CULVERT W/ 110ft. CLR. RDWY. Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
34:50:21.96 Longitude
-97:36:56.96 I257A
C I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
S.H. 76 Scour
8 Design Structure
19 - Culvert FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
30523 Vault Link
http://plansrv1/bridgemaintvault/b30523 GIS FO/SD
Meets Standards H Inv. Method
35.715 Latitude DD
34.83943333 Longitude DD
-97.61582222 ODOT County Number
25 Maint. Dist.
3 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
30187 x
-10866543.6228971 y
4142082.12728952 |
|||||||||||||||||||||||||||||||||||||
| 30428 | 0206 0706 X | 30428 | — | U.S. 64 | WAGON CREEK | -1 | 3-60ft. TYPE III PC BEAM | 2017 | 36.66606389 | -98.12626667 | 180.499 | 42.201 | — | 3 | 0 | 2 | 40 | 5 - Prestressed Concrete | Stringer / Multi-beam or Girder (02) | M | Concrete cast-in-place (1) | Open, no restriction (A) | 95.5 | Very good (8) | Very good (8) | Very good (8) | Very good (8) | Not applicable (N) | 01 - State Highway Agency | 01 - State Highway Agency | 1 - On Highway | 07 - Major Collector (Rural) | C | 1800 | 2022 | 5 | Unmatched |
|
Raw data
OBJECTID
30182 BRKEY
30428 NBI No.
30428 On Under
1 Structure No.
0206 0706 X Control No.
006 Lane Ind.
Milepoint
07060 Facility Carried
U.S. 64 Feature Intersected
WAGON CREEK Division
06 County
003 Location
.9 W GRANT C/L Sufficiency
95.5 Kind Hwy
2 Level Service
1 Route No.
00064 Service Type On
1 Service Type Off
5 Vertical Clearance
_ Horizontal Clearance
40 Bridge System
C Owner
01 - State Highway Agency Custodian
01 - State Highway Agency Hwy System
1 - On Highway Functional Class
07 - Major Collector (Rural) Year Built
2017 ADT Total
1800 ADT Year
2022 Design Load
NO VALUE GIVEN Skew
0 No. Main Spans
3 Road Width
40 Ref. Underclearance Rt.
N Underclearance Right
0 Underclearance Left
0 Deck Structure Type
1 No. Lanes
2 Fill RCB
Appr. Roadway Width
40 Span Type Main
M Material
5 - Prestressed Concrete Design
02 Length
180.499 Deck Width
42.201 Bridge Open Closed
A TSF Rail
1 TSF Transition
1 TSF Appr. Guardrail
1 TSF Appr. Guardrail Ends
1 Appr. Roadway Cond.
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
7 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
2880 Future ADT Year
2042 Bypass Detour
32.9 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
30428 ODOT County
02 Nav. Control
0 Nav. HC
0 Lft. Br. Nav. Cl.
0 Nav. VC
0 Bridge Med.
0 DK Memb. Type
8 DK Protect.
1 DK Surf. Type
1 Lft. Curb SW
0 Rt. Curb SW
0 Description
3-60ft. TYPE III PC BEAM Route Flag
P Status Flag
I On Off System
1 Frontage Ind.
Alt. Structure Name
-1 H Index
100 Latitude
36:39:57.83 Longitude
-98:07:34.56 I257A
1 I257B
1 I257C
1 I257D
1 I257E
1 I263
0 Roadway Name
U.S. 64 Scour
8 Design Structure
2 - Stringer/Multi-beam or Girder FOSD
Meets Standards Service Level
1 - Mainline Historical Significance
5 Local Bridge ID
-1 NBI Text
30428 Vault Link
http://plansrv1/bridgemaintvault/b30428 GIS FO/SD
Meets Standards H Inv. Method
36.3 Latitude DD
36.66606389 Longitude DD
-98.12626667 ODOT County Number
2 Maint. Dist.
6 HPMS Functional Class
5 Rural/Urban
Rural ARC_ID_NUM
30182 x
-10923366.0391494 y
4392662.05379852 |